HomeMy WebLinkAboutSR_99_Hosking_Draft_EIR_June_2015SR 99/Hosking
Commercial Center Project
(GPA/ZC 13-0417)
Draft
Environmental Impact Report
SCH #2007101067
Prepared for:
City of Bakersfield
Community Development Department
Planning Division
1715 Chester Avenue
Bakersfield, CA 93301
Contact: Cecelia Griego, Associate Planner II
(661) 326-3733
Prepared by:
ICF International
9775 Businesspark Avenue, Suite 200
San Diego, CA 92131
Contact: Charlie Richmond, Project Manager
(858) 444-3911
June 2015
DOUG GREENER
FIRE DEPARTMENT
GREG WILLIAMSON
POLICE DEPARTMENT
MARIAN SHAW
PUBLIC WORKS
RYAN STARBUCK
TRAFFIC ENGINEERING
STEVE CHOATE
WATER RESOURCES
KEVIN BARNES
SOLID WASTE
COUNCILMEMBER PARLIER
FROM PLANNING
JAKE SWEENEY
CITY OF SHAFTER
336 PACIFIC AVENUE SHAFTER CA 93263
RESOURCE MANAGE AGENCY
PLANNING DEPARTMENT 2700 M STREET STE 100 BAKERSFIELD CA 93301
KERN COUNTY ROADS DEPT
2700 M STREET BAKERSFIELD CA 93301
KERN COUNTY WASTE MGMT
2700 M STREET SUITE 500 BAKERSFIELD CA 93301
KERN CO FIRE DEPARTMENT
5642 VICTOR STREET
BAKERSFIELD CA 93308
LAW LIBRARY
1415 TRUXTUN AVENUE
BAKERSFIELD CA 93301
BEALE LIBRARY
701 TRUXTUN AVENUE
BAKERSFIELD CA 93301
SOUTHWEST LIBRARY
8301 MING AVE
BAKERSFIELD CA 93311
KERN COG
1401 19TH STREET STE 300
BAKERSFIELD CA 93301
LAFCO
5300 LENNOX AVE STE 303
BAKERSFIELD CA 93309
ATTN: CEQA DEPARTMENT SAN JOAQUIN VALLEY APCD
1990 GETTYSBURG AVE FRESNO CA 93726
CAL STATE BAKERSFIELD ARCH INFO CENTER
9001 STOCKDALE HIGHWAY BAKERSFIELD CA 93311
GOLDEN EMPIRE TRANSIT
1830 GOLDEN STATE AVENUE
BAKERSFIELD CA 93301
COUNTY ADMINISTRATION OFFICE 1115 TRUXTUN AVE
BAKERSFIELD CA 93301
KERN COUNTY LIBRARY
701 TRUXTUN AVE BAKERSFIELD CA 93301
SUPERINTENDENT OF SCHOOLS
ATTN MARY BAKER
1300 17TH STREET BAKERSFIELD CA 93301
KERN HIGH SCHOOL DISTRICT
5801 SUNDALE AVE
BAKERSFIELD CA 93309
SOUTHERN CA GAS CO
ATTN HOMER GARZA
1510 NORTH CHESTER AVE BAKERSFIELD CA 93308
LISA SALINAS
SO CAL EDISON 14799 CHESTNUT STREET
WESTMINSTER CA 92683
ATTENTION: STEVE LOWRY SO CAL EDISON – ELECTRICAL
TOWERLINE 2131 WALNUT GROVE AVENUE
ROSEMEAD, CA 91770
DOUG SNYDER LAND SERV PG &E
1918 H STREET BAKERSFIELD CA 93301
CALIFORNIA WATER SERVICE
3725 SOUTH H STREET BAKERSFIELD CA 93304
AT&T 4540 CALIFORNIA AVE #400
BAKERSFIELD CA 93309
BRIGHT HOUSE NETWORKS
4450 CALIFORNIA AVENUE BAKERSFIELD CA 93308
DAVE DMOHOWSKI
QUAD KNOPF, INC 5080 CALIFORNIA AVE STE 220
BAKERSFIELD CA 93309
CALTRANS ATTN: ALEC KIMMEL
1352 W OLIVE AVE FRESNO CA 93728
WILSON BRANCH LIBRARY
1901 WILSON RD BAKERSFIELD, CA 93304
FISH & GAME 1234 E SHAW AVENUE
FRESNO CA 93726
DEPT OF CONSERVATION
801 K STREET SACRAMENTO CA 95814
DAYNE FRARY
DIVISION OF OIL & GAS 4800 STOCKDALE HWY STE 417
BAKERSFIELD CA 93309
LUCY CLARK, KERN CNPS HC 3 BOX 88
GRANITE STATION BAKERSFIELD, CA 93308-9124
KAWAIISU TRIBE OF TEJON
RESERVATION PO BOX 1547
KERNVILLE CA 93238
SMART GROWTH COALITION OF KERN COUNTY
302 S MOJAVE ST TEHACHAPI CA 93561
CA NATIVE AMERICAN HERITAGE COMMISSION
1556 HARBOR BLVD. WEST SACRAMENTO, CA 95691
SANTA ROSA RANCHERIA ATTN: CULTURAL DEPARTMENT
P O BOX 8 LEMOORE CA 93245
TULE RIVER INDIAN TRIBE
RYAN GARFIELD, CHAIR P O BOX 589
PORTERVILLE CA 93258
SIERRA CLUB
PO BOX 3357 BAKERSFIELD CA 93385
KERN VALLEY INDIAN COUNCIL ROBERT ROBERTSON, HPO
PO BOX 401 WELDON CA 93283
KITANEMUK & YOWLUMNE TEJON
INDIANS DELIA DOMINGUEZ
981 N VIRGINIA COVINA CA 91722
TEJON INDIAN TRIBE
KATHY MORGAN, CHAIR 1731 HASTI ACRES STE 108
BAKERSFIELD CA 93309
CHUMASH COUNCIL OF
BAKERSFIELD PO BOX 902
BAKERSFIELD CA 93302
GREENFIELD COUNTY WATER DISTRICT
551 TAFT HWY BAKERSFIELD, CA 93307
TABATULABALS OF KERN VALLEY DONNA BEGAY, TRIBAL
CHAIRWOMEN
PO BOX 226 LAKE ISABELLA CA 93240
GREENFIELD UNION SCHOOL DISTRICT
1624 FAIRVIEW RD BAKERSFIELD, CA 93307
KERN DELTA WATER DISTRICT 501 TAFT HWY
BAKERSFIELD, CA 93307
RICHARD DRURY LOZEAU DRURY LLP
410 12TH STREET, SUITE 250 OAKLAND, CA 94607
STACEY OBORNE LOZEAU DRURY LLP
410 12TH STREET, SUITE 250 OAKLAND, CA 94607
BIKE BAKERSFIELD
1708 CHESTER AVENUE BAKERSFIELD, CALIFORNIA 93301
SCOTT A. UNDERHILL SCLS, CRX
NEWMARK GRUBB ASU & ASSOCIATES
2000 OAK STREET SUITE 100
BAKERSFIELD, CA 93301
Kern DeltaPark
Arvin Edison Canal
Kern Island Canal
West
Branch
Can
al
Kyner Ave
Hughes Ln
Adelaide AveMidas St
Claire
St
Betty St
VIA
Lucca
Colony St
Dolfield Ave
Jerry
St
Alberta St
Jonah St
Fairview Rd
C
a
mpagnoniSt
Hosking Rd Hosking Ave
DennenSt
C
a
s
t
leford
St
Big Bear St
Nadeau St
Mckee Rd
Monitor St
Bit
St
Shannon
Dr
Millfort
St
Candace Av e
Faith Ave
Arkwood
AveCrescent Ridge St
Lisa Ct
Clipper Hills Dr
Trentino Ave
Krista St
Walton Dr
Brazil Ave
Lowry St
Chester W Nimitz St
O neill Ave
Camp
St
Fiesta Ave
Ivy Trae Ln
Opal
St
G
w
e
n
d
o
l
y
n
S
t
GiovanettiAve
Jervis Ct
Costa St
Mornington Ave
Hudson Dr
Canyon Ct
Astor Ave
Charterten Ave
Bridle Ave
Bathurst Ave
Lenz Ct
PhyllisSt
Li n nell Way
Aim Ave
Monique Ave
Evadonna RdHadarRd
Gasoline Alley Dr
Dublin Dr
Hudson Pl
J um buck Ln
Stirrup Ave
Bridget Ave
Brisbane Ave
Auto Mall Dr
Ramos Ave
Nicholas
St
Macau St
Curnow Rd
Quartz Hill Rd
Stable Ave
Boyd St
Eubanks Ave
Berkshire Rd
Sierra Meadows Dr
Viola St
Yvonne St
Harris Rd
S H St
Avon Ave
Chevalier Rd
Wible Rd
Stub Oak Ave
Southland Ct
Harris Rd
S H
St
Taft Hwy
P ana ma Ln
Wible Rd
ST119
ST99
PumpkinPumpkinCenterCenter
Figure 1Project LocationSR 99/Hosking Commerical Center Project
±
Source: ESRI StreetMap North America (2012)
0 1,000 2,000500
Feet Orange
Los Angeles
Kern
Ventura
SantaBarbara
San LuisObispo
TulareKings
K:\Irvine\GIS\Projects\City_of_Bakersfield\00393_14\mapdoc\Fig01_Project_Location.mxd Date: 10/9/2014 25119
Project Location
Figure 2 General Plan Amendment
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SR 99/Hosking
Commercial Center Project
(GPA/ZC 13-0417)
Draft
Environmental Impact Report
SCH #2007101067
Prepared for:
City of Bakersfield
Community Development Department
Planning Division
1715 Chester Avenue
Bakersfield, CA 93301
Contact: Cecelia Griego, Associate Planner II
(661) 326-3733
Prepared by:
ICF International
9775 Businesspark Avenue, Suite 200
San Diego, CA 92131
Contact: Charlie Richmond, Project Manager
(858) 444-3911
June 2015
ICF International. 2015. SR 99/Hosking Commercial Center Project Draft
Environmental Impact Report. June. (ICF 393.14.) San Diego, CA. Prepared for
the City of Bakersfield, Bakersfield, CA.
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
i
June 2015
ICF 393.14
Contents
Chapter 1 Executive Summary ................................................................................... 1-1
1.1 Introduction ................................................................................. 1-1
1.2 Purpose of the Draft Environmental Impact Report .................... 1-1
1.3 Project Description ...................................................................... 1-2
1.3.1 Project Location .................................................................... 1-2
1.3.2 Physical Setting and Surrounding Land Uses ....................... 1-2
1.3.3 Existing General Plan and Zoning......................................... 1-4
1.3.4 Project Objectives ................................................................. 1-5
1.3.5 Proposed Project .................................................................. 1-6
1.3.6 Requested Entitlements and Approvals ................................ 1-7
1.3.7 Proposed General Plan Amendment .................................... 1-7
1.3.8 Proposed Zone Change ........................................................ 1-8
1.3.9 Proposed Circulation Element Amendment .......................... 1-8
1.3.10 Proposed Water Supply ........................................................ 1-9
1.4 Environmental Impacts ............................................................. 1-10
1.4.1 Impacts not Considered in This DEIR ................................. 1-10
1.4.2 Impacts of the Proposed Project ......................................... 1-10
1.5 Alternatives to the Proposed Project ......................................... 1-14
1.5.1 Alternative 1. No-Project A—No Build ................................ 1-14
1.5.2 Alternative 2. No-Project B—Build Per Existing Land
Use Designations ................................................................ 1-15
1.5.3 Alternative 3. Reduced Development A—Phase I
Buildout Only ....................................................................... 1-16
1.5.4 Alternative 4. Reduced Development B—Commercial
Phase I Only, No Hotel ....................................................... 1-17
1.6 Alternatives Analysis ................................................................. 1-17
1.7 Areas of Controversy ................................................................ 1-19
1.8 Availability of This DEIR ............................................................ 1-19
1.9 Issues to Be Resolved .............................................................. 1-21
Chapter 2 Introduction and Overview ........................................................................ 2-1
2.1 Intent of the California Environmental Quality Act ...................... 2-1
2.2 Purpose of this Draft Environmental Impact Report .................... 2-1
2.2.1 Issues to Be Resolved .......................................................... 2-2
2.3 Scope of this DEIR ...................................................................... 2-2
2.4 Required DEIR Contents ............................................................ 2-3
2.5 Organization and Contents of this DEIR ..................................... 2-4
2.6 Availability of this DEIR ............................................................... 2-6
2.7 Incorporation by Reference ......................................................... 2-7
2.8 Responsible and Trustee Agencies ............................................ 2-9
2.8.1 State Agencies ...................................................................... 2-9
2.8.2 Local Agencies .................................................................... 2-10
2.9 Project Contacts and DEIR Preparation ................................... 2-10
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
ii
June 2015
ICF 393.14
Chapter 3 Project Description and Environmental Setting ...................................... 3-1
3.1 Introduction ................................................................................. 3-1
3.2 Project Location and Existing Conditions .................................... 3-1
3.2.1 Regional and Local Setting ................................................... 3-1
3.2.2 Physical Setting and Surrounding Land Uses ....................... 3-1
3.2.3 Existing General Plan and Zoning......................................... 3-3
3.3 Project Objectives ....................................................................... 3-5
3.4 Proposed Project ........................................................................ 3-5
3.4.1 Engineering Components ..................................................... 3-7
3.4.2 Construction Phasing ............................................................ 3-9
3.5 Requested Entitlements and Approvals .................................... 3-10
3.5.1 Proposed General Plan Amendment .................................. 3-11
3.5.2 Proposed Zone Change ...................................................... 3-11
3.5.3 Proposed Circulation Element Amendment ........................ 3-12
3.5.4 Proposed Water Supply ...................................................... 3-12
3.5.5 Responsible Agency Designation and Approval ................. 3-13
3.6 Project Consistency with General Plan Land Use Element ...... 3-13
3.7 Cumulative Projects .................................................................. 3-13
3.7.1 Introduction and Overview .................................................. 3-13
3.7.2 Cumulative Impact Assessment Methodology .................... 3-14
3.7.3 Cumulative Baseline and Projected Growth........................ 3-20
3.7.4 Cumulative Impact Analysis ................................................ 3-20
Chapter 4 Impact Analysis and Mitigation Measures ............................................ 4.1-1
Section 4.1 Aesthetics and Urban Decay ........................................ 4.1-1
4.1.1 Introduction ........................................................................ 4.1-1
4.1.2 Environmental Setting ........................................................ 4.1-1
4.1.3 Applicable Regulations ...................................................... 4.1-7
4.1.4 Impacts and Mitigation ..................................................... 4.1-15
Section 4.2 Air Quality ....................................................................... 4.2-1
4.2.1 Introduction ........................................................................ 4.2-1
4.2.2 Environmental Setting ........................................................ 4.2-1
4.2.3 Applicable Regulations .................................................... 4.2-12
4.2.4 Impacts and Mitigation ..................................................... 4.2-17
Section 4.3 Biological Resources .................................................... 4.3-1
4.3.1 Introduction ........................................................................ 4.3-1
4.3.2 Environmental Setting ........................................................ 4.3-1
4.3.3 Applicable Regulations ...................................................... 4.3-9
4.3.4 Impacts and Mitigation ..................................................... 4.3-11
Section 4.4 Cultural Resources ........................................................ 4.4-1
4.4.1 Introduction ........................................................................ 4.4-1
4.4.2 Environmental Setting ........................................................ 4.4-1
4.4.3 Applicable Regulations ...................................................... 4.4-7
4.4.4 Impacts and Mitigation ....................................................... 4.4-9
Section 4.5 Geology and Soils ......................................................... 4.5-1
4.5.1 Introduction ........................................................................ 4.5-1
4.5.2 Environmental Setting ........................................................ 4.5-1
4.5.3 Regional Geologic Setting ................................................. 4.5-1
4.5.4 Local Geologic Setting ....................................................... 4.5-2
4.5.5 Applicable Regulations ...................................................... 4.5-4
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
iii
June 2015
ICF 393.14
4.5.6 Impacts and Mitigation ....................................................... 4.5-6
Section 4.6 Greenhouse Gas Emissions ......................................... 4.6-1
4.6.1 Introduction ........................................................................ 4.6-1
4.6.2 Environmental Setting ........................................................ 4.6-1
4.6.3 Applicable Regulations ...................................................... 4.6-4
4.6.4 Impacts and Mitigation ....................................................... 4.6-9
Section 4.7 Hazards and Hazardous Materials ............................... 4.7-1
4.7.1 Introduction ........................................................................ 4.7-1
4.7.2 Environmental Setting ........................................................ 4.7-2
4.7.3 Applicable Regulations ...................................................... 4.7-6
4.7.4 Impacts and Mitigation ..................................................... 4.7-10
Section 4.8 Hydrology and Water Quality ....................................... 4.8-1
4.8.1 Introduction ........................................................................ 4.8-1
4.8.2 Environmental Setting ........................................................ 4.8-1
4.8.3 Applicable Regulations ...................................................... 4.8-8
4.8.4 Impacts and Mitigation ..................................................... 4.8-12
Section 4.9 Land Use and Planning ................................................. 4.9-1
4.9.1 Introduction ........................................................................ 4.9-1
4.9.2 Environmental Setting ........................................................ 4.9-1
4.9.3 Applicable Regulations ...................................................... 4.9-2
4.9.4 Impacts and Mitigation ....................................................... 4.9-8
Section 4.10 Noise ........................................................................... 4.10-1
4.10.1 Introduction ...................................................................... 4.10-1
4.10.2 Environmental Setting ...................................................... 4.10-1
4.10.3 Applicable Regulations .................................................... 4.10-5
4.10.4 Impacts and Mitigation ..................................................... 4.10-8
Section 4.11 Public Services and Utilities ..................................... 4.11-1
4.11.1 Introduction ...................................................................... 4.11-1
4.11.2 Environmental Setting ...................................................... 4.11-1
4.11.3 Regulatory Setting ........................................................... 4.11-9
4.11.4 Impacts and Mitigation ................................................... 4.11-11
Section 4.12 Transportation and Traffic ........................................ 4.12-1
4.12.1 Introduction ...................................................................... 4.12-1
4.12.2 Environmental Setting ...................................................... 4.12-1
4.12.3 Applicable Regulations .................................................. 4.12-14
4.12.4 Impacts and Mitigation ................................................... 4.12-17
Chapter 5 Alternatives Analysis ................................................................................. 5-1
5.1 Introduction ................................................................................. 5-1
5.2 Relationship to Project Objectives .............................................. 5-2
5.3 Alternatives Considered .............................................................. 5-2
5.3.1 Alternative 1. No-Project A—No Build .................................. 5-3
5.3.2 Alternative 2. No-Project B—Build Per Existing Land
Use Designations .................................................................. 5-4
5.3.3 Alternative 3. Reduced Development A—Phase I
Buildout Only ......................................................................... 5-5
5.3.4 Alternative 4. Reduced Development B—Commercial
Phase I Only, No Hotel ......................................................... 5-5
5.4 Alternatives Considered and Withdrawn ..................................... 5-5
5.5 Analysis of Alternatives Considered ........................................... 5-7
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
iv
June 2015
ICF 393.14
5.5.1 Alternative 1. No-Project A—No Build .................................. 5-9
5.5.2 Alternative 2. No-Project B—Build Per Existing Land
Use Designations ................................................................ 5-12
5.5.3 Alternative 3. Reduced Development A—Phase I
Buildout Only ....................................................................... 5-18
5.5.4 Alternative 4. Reduced Development B—Commercial
Phase I Only, No Hotel ....................................................... 5-22
5.6 Environmentally Superior Alternative ........................................ 5-27
Chapter 6 Consequences of Project Implementation ............................................... 6-1
6.1 Effects Found not to Be Significant ............................................. 6-1
6.1.1 Introduction ........................................................................... 6-1
6.1.2 Aesthetics ............................................................................. 6-1
6.1.3 Agricultural and Forestry Resources ..................................... 6-2
6.1.4 Air Quality ............................................................................. 6-3
6.1.5 Biological Resources ............................................................ 6-3
6.1.6 Geology and Soils ................................................................. 6-4
6.1.7 Hazards and Hazardous Materials ........................................ 6-5
6.1.8 Hydrology and Water Quality ................................................ 6-6
6.1.9 Land Use and Planning ......................................................... 6-7
6.1.10 Mineral Resources ................................................................ 6-7
6.1.11 Noise ..................................................................................... 6-8
6.1.12 Population/Housing ............................................................... 6-8
6.1.13 Public Services ..................................................................... 6-9
6.1.14 Recreation ............................................................................. 6-9
6.1.15 Transportation/Traffic .......................................................... 6-10
6.2 Significant Environmental Effects that Cannot Be Avoided ...... 6-10
6.3 Significant Cumulative Impacts ................................................. 6-11
6.4 Significant Irreversible Changes ............................................... 6-11
6.5 Growth-Inducing Impacts .......................................................... 6-12
6.5.1 Introduction ......................................................................... 6-12
6.5.2 Removal of Obstacles to Growth ........................................ 6-12
6.5.3 Economic Growth ................................................................ 6-14
Chapter 7 Response to Comments (Reserved) ......................................................... 7-1
Chapter 8 Organizations and Persons Consulted ..................................................... 8-1
8.1 State ............................................................................................ 8-1
8.2 Regional and Local ..................................................................... 8-1
8.3 Native American Tribes ............................................................... 8-2
Chapter 9 List of Preparers ......................................................................................... 9-1
Chapter 10 Bibliography…………………………………………………………………10 -1
Chapter 11 Acronyms and Abbreviations ................................................................ 11-1
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
v
June 2015
ICF 393.14
Appendices
The following appendices are included on the CD that is inserted in the back cover of
Volume I of this EIR.
Appendix A, Notice of Preparation/Initial Study and Comments Received during
Scoping
Appendix B, Biological Resources Evaluation
Appendix C, Traffic Study
Appendix D, Water Supply Assessment
Appendix E, Bakersfield Gateway Urban Decay Analysis
Appendix F, Air Quality Impact Analysis
Appendix G, Cultural Resources Report
Appendix H, Geologic Hazards Investigation
Appendix I, Phase I Environmental Site Assessment
Appendix J, Environmental Noise Assessment
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
vi
June 2015
ICF 393.14
Tables
Table on page
1-1 Developed and Vacant Land Adjacent to the Project Site.............................................. 1-3
1-2 Existing MBGP Designation and Zoning ........................................................................ 1-4
1-3 Approximate Leasable Commercial Space .................................................................... 1-6
1-4 Summary of Proposed Project Impacts that are Significant and
Unavoidable ................................................................................................................. 1-11
1-5 Approximate Number of Dwelling Units and Commercial Square Footage
for Alternative 2 ............................................................................................................ 1-16
1-6 Comparison of Alternatives to the Proposed Project.................................................... 1-18
1-7 Summary of Proposed Project Environmental Impacts, Mitigation
Measures, and Residual Impacts ................................................................................. 1-22
2-1 Required EIR Contents .................................................................................................. 2-4
3-1 Developed and Vacant Land Adjacent to Project Site.................................................... 3-3
3-2 Existing MBGP Designation and Zoning ........................................................................ 3-3
3-3 Approximate Leasable Commercial Space .................................................................... 3-6
3-4 List of Cumulative Projects ........................................................................................... 3-16
4.1-1 Baseline Residual Potential for Retail Types .............................................................. 4.1-6
4.1-2 Residual Potential for Retail with the Project – Phase I ............................................ 4.1-20
4.1-3 Residual Potential for Retail with the Project – Phases I and II ................................ 4.1-20
4.1-4 Residual Potential for Entertainment and Leisure with the Project ........................... 4.1-21
4.1-5 Residual Potential for Lodging with the Project ......................................................... 4.1-22
4.2-1 Period of Record Monthly Climate Summary for the Period 10/01/1937 to
3/31/2013 .................................................................................................................... 4.2-2
4.2-2 Sensitive Receptors Located Less than 2 Miles from Project ..................................... 4.2-6
4.2-3 Existing Air Quality Monitoring Data in Project Area ................................................... 4.2-8
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
vii
June 2015
ICF 393.14
4.2-4 SJVAB Attainment Status ......................................................................................... 4.2-11
4.2-5 National and State Ambient Air Quality Standards ................................................... 4.2-12
4.2-6 SJVAPCD Thresholds of Significance ...................................................................... 4.2-23
4.2-7 Unmitigated Short-Term (Construction) Project Emissions ....................................... 4.2-25
4.2-8 Mitigated Short-Term (Construction) Project Emissions ........................................... 4.2-26
4.2-9 Unmitigated Long-Term (Operational) Project Emissions ......................................... 4.2-27
4.2-10 Mitigated Long-Term (Operational) Project Emissions.............................................. 4.2-28
4.2-11 Combined Construction and Operational Project Emissions..................................... 4.2-30
4.2-12 Predicted PM2.5 Concentrations from Project Operations........................................ 4.2-33
4.2-13 Predicted Ambient Air Quality Impacts ...................................................................... 4.2-34
4.2-14 Maximum Health Risks during Project Operations .................................................... 4.2-36
4.2-15 Valley Fever Hospitalizations (2002-2010) ............................................................... 4.2-37
4.3-1 Plants Observed during the Biological Survey ............................................................ 4.3-2
4.3-2 Special-Status Plant Species Potentially Occurring in the USGS Gosford,
Rosedale, Oildale, Oil Center, Stevens, Millux, Conner, Lamont, and
Weed Patch Quadrangles ........................................................................................... 4.3-4
4.3-3 Wildlife Observed during the Biological Survey .......................................................... 4.3-5
4.3-4 Special-Status Wildlife Species Potentially Occurring in the USGS
Gosford, Rosedale, Oildale, Oil Center, Stevens, Millux, Conner, Lamont,
and Weed Patch Quadrangles .................................................................................... 4.3-6
4.6-1 Lifetimes and Global Warming Potentials of Several Greenhouse Gases .................. 4.6-2
4.6-2 Global, National, State, and Local GHG Emissions Inventories ................................. 4.6-4
4.6-3 Estimated Construction GHG Emissions (metric tons per year) ............................... 4.6-12
4.6-4 Estimated Project-related Operational GHG Emissions under 2020
Business-as-Usual Conditions (metric tons per year) ............................................... 4.6-13
4.7-1 Properties of Interest ................................................................................................... 4.7-5
4.7-2 Hazardous Materials Cumulative Projects ................................................................ 4.7-18
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
viii
June 2015
ICF 393.14
4.8-1 Average Annual Precipitation and Evapotranspiration ................................................ 4.8-2
4.8-2 Historical Local Groundwater Usage 2002–2013 ........................................................ 4.8-7
4.9-1 Project Consistency with the Metropolitan Bakersfield General Plan Land
Use Element .............................................................................................................. 4.9-11
4.10-1 Summary of Noise Measurements ............................................................................ 4.10-3
4.10-2 Existing Traffic Noise Levels in the Vicinity of the Project Site.................................. 4.10-4
4.10-3 Caltrans Guideline Vibration Annoyance Potential Criteria ....................................... 4.10-6
4.10-4 Caltrans Guideline Vibration Damage Potential Threshold Criteria .......................... 4.10-6
4.10-5 Hourly Noise Level Performance Standards for Non-Transportation Noise
Sources ..................................................................................................................... 4.10-7
4.10-6 2017 Traffic Noise Levels in the Vicinity of the Project Site .................................... 4.10-13
4.10-7 2020 Traffic Noise Levels in the Vicinity of the Project Site .................................... 4.10-15
4.10-8 Typical Vibration Levels during Construction .......................................................... 4.10-19
4.10-9 Existing Traffic Noise Levels in the Vicinity of the Project Site................................ 4.10-23
4.10-10 Year 2035 Cumulative Traffic Noise Analysis ...................................................... 4.10-26
4.11-1 Projected Annual Wastewater Generated by the Proposed Project........................ 4.11-18
4.11-2 Projected Wastewater Generated by the Proposed Project .................................... 4.11-19
4.11-3 Greenfield County Water District Supply/Demand Comparison with
Project ..................................................................................................................... 4.11-22
4.11-4 Estimated Waste Generation Rates ........................................................................ 4.11-25
4.11-5 Project Demand for Natural Gas ............................................................................. 4.11-27
4.11-6 Project Demand for Electricity ................................................................................. 4.11-28
4.12-1 LOS Definitions for Unsignalized Intersections ......................................................... 4.12-7
4.12-2 LOS Definitions for Signalized Intersections ............................................................. 4.12-7
4.12-3 Existing 2014 Levels of Service at Unsignalized Intersections ................................. 4.12-8
4.12-4 Existing 2014 LOS at Signalized Intersections ......................................................... 4.12-9
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
ix
June 2015
ICF 393.14
4.12-5 Roadway Capacity by Facility Type ........................................................................ 4.12-11
4.12-6 Existing 2014 Roadway Volume to Capacity Ratio ................................................. 4.12-11
4.12-7 Project Trip Generation Summary ........................................................................... 4.12-19
4.12-8 Project Trip Distribution and Assignment ................................................................ 4.12-20
4.12-9 Unsignalized Intersection Operations (2017) .......................................................... 4.12-21
4.12-10 Signalized Intersection Operations (2017) ........................................................... 4.12-22
4.12-11 Roadway Segment Operations (2017) ................................................................. 4.12-23
4.12-12 Unsignalized Intersection Operations (2020) ....................................................... 4.12-26
4.12-13 Signalized Intersection Operations (2020) ........................................................... 4.12-27
4.12-14 Roadway Segment Operations (2020) ................................................................. 4.12-28
4.12-15 Unsignalized Intersection Operations with Project (2017) .................................... 4.12-32
4.12-16 Signalized Intersection Operations with Project (2017) ........................................ 4.12-33
4.12-17 Roadway Segment Operations with Project (2017) ............................................. 4.12-35
4.12-18 Unsignalized Intersection Operations with Project (2020) .................................... 4.12-37
4.12-19 Signalized Intersection Operations with Project (2020) ........................................ 4.12-38
4.12-20 Roadway Segment Operations with Project (2020) ............................................. 4.12-40
4.12-21 Unsignalized Intersection Level of Service with Mitigation ................................... 4.12-50
4.12-22 Signalized Intersection Level of Service with Mitigation ....................................... 4.12-51
4.12-23 Roadway Segments with Project with Mitigation .................................................. 4.12-52
4.12-24 Unsignalized Intersection Operations (2035) ....................................................... 4.12-57
4.12-25 Signalized Intersection Operations (2035) ........................................................... 4.12-58
4.12-26 Roadway Segment Operations (2035) ................................................................. 4.12-60
4.12-27 Signalized Intersection Level of Service with Mitigation (Cumulative) ................. 4.12-67
4.12-28 Unsignalized Intersection Level of Service with Mitigation (Cumulative) ............. 4.12-68
4.12-29 Roadway Segments with Project with Mitigation (Cumulative) ............................ 4.12-69
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
x
June 2015
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5-1 Approximate Number of Dwelling Units and Commercial Square Footage
for Alternative 2 .............................................................................................................. 5-4
5-2 Comparison of Alternatives to the Proposed Project...................................................... 5-8
6-1 Summary of Significant and Unavoidable Project-Level Impacts of the SR
99/Hosking Commercial Center Project ....................................................................... 6-10
6-1 Summary of Significant and Unavoidable Project-Level and Cumulative
Impacts of the SR 99/Hosking Commercial Center Project.......................................... 6-11
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
xi
June 2015
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Figures
Figure follows page
1-1 Regional Location .......................................................................................................... 1-2
1-2 Local Vicinity .................................................................................................................. 1-2
1-3 Local Features ............................................................................................................... 1-3
1-4 General Plan Land Use Designations ............................................................................ 1-4
1-5 Current Zoning Designations ......................................................................................... 1-6
1-6 Conceptual Site Plan ...................................................................................................... 1-6
3-1 Regional Location .......................................................................................................... 3-2
3-2 Local Vicinity .................................................................................................................. 3-2
3-3 Local Features ............................................................................................................... 3-4
3-4 General Plan Land Use Designations ............................................................................ 3-4
3-5 Current Zoning Designations ......................................................................................... 3-4
3-6 Conceptual Site Plan ...................................................................................................... 3-6
3-7 Cumulative Projects ..................................................................................................... 3-14
4.10-1 Noise Measurement Site Locations .......................................................................... 4.10-2
City of Bakersfield
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
1-1
June 2015
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Chapter 1
Executive Summary
1.1 Introduction
The State Route (SR) 99/Hosking Commercial Center Project (GPA/ZC 13-
0417) (proposed project) involves a request for approval of a General Plan
Amendment (GPA) and concurrent Zone Change (ZC) for a regional retail
commercial center as well as Environmental Impact Report (EIR) certification.
Other entitlements also requested include a change to the Metropolitan
Bakersfield General Plan Circulation Element to delete the southerly extension of
Colony Street from Berkshire Road to South H Street, tentative/final subdivision
map approval, preliminary site plan review/planned commercial development
plan approval, and Greenfield County Water District annexation. The proposed
GPA would designate the project area from Low-Density Residential (LR), Low
Medium-Density Residential (LMR), and High Medium-Density Residential
(HMR) to General Commercial (GC). The proposed ZC would convert the One-
Family Dwelling (R-1) zone classification and Regional Commercial (C-2) to
Regional Commercial/Planned Commercial Development (C-2/PCD).
The proposed project consists of approximately 800,000 square feet of leasable
retail space, 240 hotel rooms, 4,472 surface parking spaces along with internal
drives, and landscaping. The commercial center would contain approximately 18
buildings in one- and two-story structures including two anchor buildings, a
cinema (60,000 square feet), and 11 restaurants (45,000 square feet total). A hotel
in two separate facilities with approximately 240 rooms may also be part of the
proposed project. The floor area ratio (FAR) for the project site would be
approximately 0.25 and pervious/landscaped areas would compose about 5% of
the site.
1.2 Purpose of the Draft Environmental Impact
Report
Prior to making a decision on or issuing permits for a project proposed by an
applicant, the City of Bakersfield (City) is required to conduct an environmental
review to consider the environmental effects or consequences of its decision. The
purpose of this Draft EIR (DEIR) is to evaluate the potential environmental
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
1-2
June 2015
ICF 393.14
impacts associated with the proposed project, and to identify mitigation measures
and alternatives to the proposed project that may reduce or eliminate impacts.
1.3 Project Description
1.3.1 Project Location
The proposed project site is in southern Bakersfield. Figures 1-1 and 1-2 show
the regional and local vicinity of the project site. The project site is located on
approximately 85 acres and is bounded by Berkshire Road to the north, South H
Street to the east, Hosking Avenue to the south, and SR 99 to the west. The
project site is in the southeastern quarter of Section 25, Township 30 South,
Range 27 East, Mount Diablo Base and Meridian. The project site includes
Assessor’s Parcel Numbers 515-020-07, 515-020-08, 515-020-09, 515-020-30,
and 515-020-32.
1.3.2 Physical Setting and Surrounding Land Uses
Historically, the project site has been cultivated for a variety of crops. Historic
aerial photographs indicate that since 1946 most of the project site was used for
agricultural production (BSK Associates 2014), continuing until the late 1990s,
with the southerly portion of the property farmed until the mid-2000s. A site visit
performed by ICF International (ICF) staff in October 2007 and again in
November 2014 confirmed that the project site is vacant land that is not under
agricultural production.
The project site is relatively flat and gently slopes south-southwest. The site
elevation is approximately 358 feet above mean sea level (BSK Associates
2014). The surface and near-surface soils consist of sandy silt, silty sand, sandy
silt or silty sand with trace clay, and sand. The soils are classified as Kimberlina
fine sandy loam, 0 to 2% slope (Krazan & Associates 2008). The project site
does not contain any native habitat, and vegetative cover has been nearly
eliminated by periodic disking (Quad Knopf 2014). No natural streams or rivers,
either perennial or intermittent, cross the project site (Quad Knopf 2014). The
project site is not in either a 100-year or 500-year floodplain (FEMA 2014). The
nearest water feature is the main branch of the Kern Island Canal (approximately
80 feet to the east), which runs north-south and is adjacent to and to the east of
South H Street. The Arvin-Edison Canal trends east-west approximately 0.25
mile to the north of the project site. Groundwater depth at the project site is 43
feet below ground surface, which is closer to the surface than the typical depth to
groundwater (85 to 175 feet below ground surface) found in the proposed
project’s vicinity; this groundwater depth is likely due to seepage from the
nearby Kern Island Canal (Krazan & Associates 2008).
Illegal dumping has occurred on the project site; burned debris, a burned and
discarded mattress, 5-gallon containers with unknown contents, and discolored
ST58
ST178
ST119
ST204
ST223
ST99
¨§¦5
BakersfieldBakersfield
AlgosoAlgoso
BannisterBannister
ConnerConner
FruitvaleFruitvale
GosfordGosford
GreenacresGreenacres
HarpertownHarpertown
JastroJastro
KernKernCityCity
LandcoLandco
OldOldRiverRiver PanamaPanama PumpkinPumpkinCenterCenter
VenolaVenola
WibleWibleOrchardOrchard
Figure 1-1Regional LocationSR 99/Hosking Commerical Center Project
±
Source: ESRI StreetMap North America (2012)
0 1 20.5
Miles Orange
Los Angeles
Kern
Ventura
SantaBarbara
San LuisObispo
TulareKings
K:\Irvine\GIS\Projects\City_of_Bakersfield\00393_14\mapdoc\Fig1_1_Regional_Location.mxd Date: 6/8/2015 35528
Project Location
Kern DeltaPark
Arvin Edison Canal
Kern Island Canal
West
Branch
Canal
Kyner Ave
Camp
St
Fairview Rd
Hughes Ln
Adelaide AveC
a
s
tleford
St
Midas St
Claire
St
Betty St
VIA
Lucca
Colony St
Dolfield Ave
Jerry St
Alberta St
Jonah St
CampagnoniSt
Hosking Rd Hosking Ave
DennenSt
Big Bear St
Nadeau St
Monitor St
Bit St
Candace Ave
Faith Ave
Arkwood
AveCrescent Ridge St
Lisa Ct
Clipper Hills Dr
Trentino Ave
Krista St
Walton Dr
Brazil Ave
Lowry St
Chester W Nimitz St
O n eill Ave
Fiesta Ave
Ivy Trae Ln
Opal
St
Millfort
St
G
w
e
n
d
o
l
y
n
S
t
GiovanettiAve
Jervis Ct
Costa St
Charterten AveMornington Ave
Canyon Ct
Astor Ave
Bridle Ave
Bathurst Ave
Lenz Ct
Mckee Rd
Hudson Dr
PhyllisSt
L in nell Way
Aim Ave
Monique Ave
Evadonna RdHadarRd
Gasoline Alley Dr
Dublin Dr
Shannon
Dr
Hudson Pl
Jumbuck Ln
Stirrup Ave
Bridget Ave
Brisbane Ave
Auto Mall Dr
Ramos Ave
Nicholas
St
Macau St
Curnow Rd
Quartz Hill Rd
Stable Ave
Boyd St
Eubanks Ave
Berkshire Rd
Sierra Meadows Dr
Viola St
Yvonne St
Harris Rd
S H St
Avon Ave
Chevalier Rd
Wible Rd
Stub Oak Ave
Southland Ct
Wible
Rd
S H St
Harris Rd
P anama Ln
Taft Hwy ST119
ST99
PumpkinPumpkinCenterCenter
Figure 1-2Local VicinitySR 99/Hosking Commerical Center Project
±
Source: ESRI StreetMap North America (2012)
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Feet
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Project Location
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
1-3
June 2015
ICF 393.14
soil have been observed on site. However, the project site does not contain any
structures or evidence of past uses that indicate that historical activities have
resulted in hazardous conditions on site. The project site is not listed as a
hazardous materials site or waste disposal site in any regulatory databases (BSK
Associates 2014).
There is an abandoned irrigation well near the northern boundary of the project
site, and the well head is currently welded shut. Another well with above-grade
piping is near the southeastern corner of the site. These abandoned wells would
not be used as part of the proposed project and would be properly retired in
accordance with and as required by state and local guidelines prior to the
proposed development. No other improvements are located on the project site
(BSK Associates 2014).
There are a number of unpaved roads and trails that bisect the project site. These
trails were created by dirt bikes and off-road vehicles that have illegally used the
site in the past. There is a 180-foot by 100-foot drainage basin, approximately 10
to 15 feet deep, in the southwestern portion of the project site. There is also an
approximately 1- to 2-foot deep trench that extends generally north-south near
the eastern border and east-west near the northern and southern borders of the
project site (BSK Associates 2014, Figure 2).
Development extending south from the City has reached the project vicinity. The
land north of the project site has been purchased by Kaiser Permanente for a
possible medical facility development. Table 1-1 summarizes characteristics of
the currently developed and vacant land adjacent to the project site at the time
that the project’s Notice of Preparation (NOP) was circulated to the agencies and
the general public.
Table 1-1. Developed and Vacant Land Adjacent to the Project Site
Direction Developed? Existing Development
North No Vacant, Commercial
East Yes Single-Family Residential
South No Vacant
West Yes SR 99 & Single-Family Residential on the west of SR 99
Existing land uses beyond the vacant Kaiser Permanente property include a
CarMax facility, Lowe’s Home Improvement, and a Walmart Super Center. A
Vallarta Supermarket and Greenlawn Mortuary and Cemetery are located to the
northeast and northwest of the project site, respectively. Properties to the east of
the project site and South H Street (and adjacent to the Kern Island Canal)
contain existing residential developments. Land to the south is currently vacant
land. SR 99 borders the entire project site’s western perimeter, with single-family
residential and general commercial to its west. Local features are shown in
Figure 1-3.
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
1-4
June 2015
ICF 393.14
1.3.3 Existing General Plan and Zoning
The project site is subject to the Metropolitan Bakersfield General Plan (MBGP)
and the City’s zoning ordinance. Each are described below as they relate to the
proposed project site and surrounding areas, and Table 1-2 summarizes the
existing MBGP and zoning designations for the project site and surrounding
areas.
Table 1-2. Existing MBGP Designation and Zoning
Direction Existing Land Use Designation Existing Zoning
Project Site LR, LMR, HMR, GC R-1, C-2
North GC C-2
East LR R-1
South LR, GC R-1, C-2
West LMR, GC R-1, C-2
C-2 = Regional Commercial
GC = General Commercial
HMR = High-Medium Density Residential
LMR = Low-Medium Density Residential
LR = Low Density Residential
R-1 = One-Family Dwelling
The MBGP is the product of a joint planning effort between the City and Kern
County, and it covers all territory within the Bakersfield Metropolitan Priority
Area of the Kern County General Plan (City of Bakersfield and Kern County
2002). This area encompasses approximately 408 square miles and extends
beyond the current City limits and beyond the existing City’s sphere of influence
to incorporate the probable ultimate physical boundary and service area of the
City. The project site is entirely within the City’s current boundaries. Figure 1-4
illustrates current general plan designations within and surrounding the project
site.
The MBGP describes the existing land use designations of the project site as
follows (City of Bakersfield and Kern County 2002):
Low Density Residential (LR): Areas with less than or equal to
7.26 dwelling units/net acre that contain single-family detached housing,
typical of tract developments.
Low-Medium Density Residential (LMR): In the City, areas with greater
than 4.0 and less than or equal to 10.0 dwelling units/net acre that are
composed largely of attached, single-family townhomes, duplexes, and zero
lot line developments. May apply to small multiple-family structures, such as
triplexes, and mobile home parks that require a full array of urban services.
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
Arvin Edison Canal
Kern Island Canal
West Branch Canal
Kyner Ave
Camp St
Fairview Rd
StancliffSt
Hughes Ln
Adelaide Ave
Dennen
S
tCa
s
tleford
St Brahma
St
Midas St
Betty St
Colony St
Gasoline Alley Dr
Sunland
Ave
Maurice Ave
Pacheco Rd
Jerry
St
Alberta St
Playa
CampagnoniSt
Hosking Rd Big
Bear
St
Machado St
Monitor St
Bit
St
T rojes Ave
Candace Ave
Faith Ave
Arkw
ood
A
v
eCrescent Ridge St
Lisa Ct
Marcy
St
Sara
Jane
St
Krista St
Walton
Dr
Brazil Ave
Lowry
St
Digges Ln
Dolfield
Ave
Jonah
St
OneillAve
Fiesta Ave
Snowbird
St
Charlotte St
Ivy Trae Ln
Opal St
Millfort
St
Russell Ave
G
w
e
n
d
o
l
y
n
S
t
Wade Ave
GiovanettiAve
Jervis Ct
Costa St
Helen Way
Santiago Ct Jimson St
Charterten AveMorningtonAve
Canyon Ct
Hosking Ave
Miria Dr
Astor Ave
Bridle Ave
Bathurst Ave
Lenz Ct
Mckee Rd
Hudson Dr
PhyllisSt
Linnell Way
Monique Ave
Archer Ave
Evadonna RdHadarRd
Ridgemont St
Dublin Dr
Shannon
Dr
Hudson Pl
Jumbuck Ln
StirrupAve
Bridget Ave
Brisbane Ave
Auto Mall Dr
Earlene Ct
Nicholas
St
Macau St
Stable Ave
Boyd StArlana St
Madan St
Berkshire Rd
Eubanks Ave
Sierra Meadows Dr
Mable Ave
Viola St
Yvonne St
Chevalier Rd
Auberry Av e
Harris Rd
Chiapas Ave
Avon Ave
Wible
Rd
Stub Oak Ave
Southland Ct
S H St
Panama Ln
Taft Hwy
3
2
1
4
5
6
8
9
10
11
7
12
Figure 1-3Local FeaturesSR 99/Hosking Commerical Center Project
±
Source: ESRI StreetMap North America (2012)
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Feet
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Legend
Project Site
!(1 - Possible Kaiser Permanente Project
!(2 - Vallarta Supermarket
!(3 - Residences - East of Project Site
!(4 - CarMax
!(5 - Residences - North of Project Site
!(6 - Wal-Mart Commercial Center
!(7 - Greenlawn Mortuary and Cemetery
!(8 - Residences - West of Project Site
!(9 - Residences - Southwest of Project Site
!(10 - Liberty Christian Center
!(11 - Residences - Southeast of Project Site
!(12 - Lowes Home Improvement
AÎ
AÎ
GC
SR/LR
HC HMR
HR
LMR
P
HMR
LR
LR
LR
PS LMR
HMR
LMR/LR
LMR
LR
LMR
LR
GC
LR
OS-P
LR
SR
GC
R-IA
GC
LMR
OS-P
Arvin Edison Canal
Kern Island Canal
W
e
s
t
B
r
a
n
c
h
C
a
n
a
l
Dennen St
Jerry
St
Sorrel St
Glenda St
Magdelena Ave
Clydesdale St
Hosking Rd
Big Bear St
Giovanetti Ave
Evadonna Rd
Berkshire Rd
Candace Ave
Joleta Ct
Clipper Hills Dr
Trentino Ave
Brazil AveAreli St
Hughes Ln
Quartz Peak Way
Verona
Dr
Snowbird St
Streever Ave
Kirkwood Ave
Astor Ave
Fuentes St
Monique Ave
Mckee Rd
Park City Ave
Badger Pass Ave
HadarRd
Sierra Summit Ave
Celentano CtPinheiro St
Macau St
Quartz Hill Rd
Hosking Ave
S H St
Panama Ln
Figure 1-4General Plan Land Use DesignationsSR 99/Hosking Commerical Center Project
±
Source: ESRI StreetMap North America (2012);City of Bakersfield (08/2014)
0 500 1,000250
Feet
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Legend
Project Site
Land Use
GC - General Commercial
HC - Highway Commercial
HMR - High Medium Density Residential
HR - High Density Residential
LMR - Low Medium Density Residential
LMR/LR - Low/Low Medium Density Residential
LR - Low Density Residential
OS-P - Parks and Recreation Facilities
P - Publicly Owned Facilities
PS - Public and Private Schools
R-IA - Intensive Agriculture
SR - Suburban Residential
SR/LR - Suburban/Low Density Residential
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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June 2015
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High-Medium Density Residential (HMR): In the City, areas with greater
than 7.26 and less than or equal to 17.42 dwelling units/net acre.
General Commercial (GC): Maximum FAR of 1.0 and four stories tall (for
retail and service facilities that provide a broad range of goods and services,
which serve the day-to-day needs of nearby residents).
The project site is zoned R-1 and C-2 by the City. Figure 1-5 shows current
zoning designations within and surrounding the project site. These zones are
described as the following:
One-Family Dwelling (R-1): Typically characterized by single-family
subdivision. However, other allowable structures and uses such as accessory
buildings (e.g., garages, greenhouses, and swimming pools), home-based
daycares, and home occupations can be incorporated (City of Bakersfield
Municipal Code 17.10, 2007).
Regional Commercial (C-2): Development of concentrated large-scale retail
operations providing a broad range of goods and services that serve the
metropolitan market area (City of Bakersfield Municipal Code 17.2, 2007).
1.3.4 Project Objectives
The California Environmental Quality Act (CEQA) Guidelines (Section
15124(b)) require that the project description contain a statement of objectives
that includes the underlying purpose of the project. The objectives of the
proposed project are as follows:
Provide an accessible regional retail shopping center that meets the growing
demands of the residents and planned communities in the City of Bakersfield
and greater Kern County.
Assemble a variety of retailers that would satisfy a majority of the shopping
needs of the surrounding existing and planned neighborhoods, thus
eliminating the need for residents to leave their neighborhoods for goods and
services.
Provide a multi-level hotel to accommodate regional travelers coming to the
site and the greater Bakersfield area.
Provide a highly visible shopping center for regional shopping needs and
community development as well as a buffer between existing residential
development east of the project site and SR 99.
Provide a gathering place for City of Bakersfield residents and visitors that
includes shopping, entertainment (including a movie theater), and restaurants
in a safe and aesthetically appealing environment.
Facilitate a planned development consisting of national retailers and related
in-line tenants consistent with current and future market demands.
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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June 2015
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1.3.5 Proposed Project
The proposed project would develop a regional retail shopping center in southern
Bakersfield with approximately 800,000 square feet of leasable space and a four-
story, 240-room hotel. Surface parking lots associated with the shopping center
would accommodate a total of 4,472 parking spaces. Table 1-3 provides a
breakdown of the proposed square feet. Figure 1-6 provides a conceptual site
plan.
Table 1-3. Approximate Leasable Commercial Space
Commercial Space
Total Area
(square feet) Notes
Anchor 100,000 --
Anchor 110,000 --
Entertainment Anchor 35,000 --
Retail 450,000 Approximately 16 leasable storefront spaces
of 4,000 to 60,000 square feet
Restaurant 45,000 Approximately 10 leasable spaces of 3,000 to
8,000 square feet
Theater 60,000 Part of two-story structure that includes retail
Total 800,000
The project site is approximately 85 gross acres, approximately 16 acres of which
would be dedicated to public right-of-way street improvements along Berkshire
Road, South H Street, and Hosking Avenue. The proposed remaining 69 net
acres would be dedicated to various structures and associated surface parking
lots, internal street and pedestrian walkway improvements, and landscaped areas.
The proposed project’s design would be required to emphasize pedestrian
movement and would be consistent with the City of Bakersfield’s Municipal
Code, Chapter 17.08.140, Design standards for large retail developments.
Standards would include the creation of plazas and seating with meandering
walkways and sidewalks connecting the shops. Security lighting and project
identification signage, designed in conformance with standards suggested by the
International Dark Sky Association, would be provided for the parking lots and
proposed structures.
Bus turnouts would be provided to facilitate mass transit to the project site, as
approved by the Golden Empire Transit (GET) District. The turnouts would
include benches, trash cans, signage, and structures to provide shading and
weather protection. The project proponent would also provide additional bus
stops outfitted with benches, trash cans, signage, and protective structures. These
design measures are intended to encourage the project site as a “destination”
point, which would potentially reduce traffic congestion and associated air
R-1
AÎ
R-1
C-2
C-2
C-2
E
R-1/P.U.D.
R-1
R-1
C-2
R-1-CH
R-S
R-S
R-2 A
C-2/P.C.D.
R-2
R-1-CH
R-1
R-1
OS
R-1
Arvin Edison Canal
Kern Island Canal
W
e
s
t
B
r
a
n
c
h
C
a
n
a
l
Colony St
Jerry
St
Sorrel St
Glenda St
Clydesdale St
Hosking Rd
Evadonna Rd
Berkshire Rd
Big Bear St
Giovanetti Ave
Kern
Island
St
Charterten Ave
Joleta Ct
Ellisan
St
Clipper Hills Dr
Trentino Ave
Brazil AveAreli St
Hughes Ln
Quartz Peak Way
Verona
Dr
Snowbird St
Astor Ave
Kirkwood Ave
Mornington Ave
Fuentes St
Monique Ave
Mckee Rd
Park City Ave
Badger Pass Ave
Hadar Rd
Sierra Summit Ave
Celentano CtPinheiro St
Macau St
Quartz Hill Rd
Hosking Ave
S H St
Panama Ln
Figure 1-5Current Zoning DesignationsSR 99/Hosking Commerical Center Project
±
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Legend
Project Site
Zoning
A Agricultural
C-1 Limited Commercial
C-2 Combining
C-2 Commercial
E Estate One Family Dwelling
MH Mobile Home
OS Open Space
P.C.D. Planned Commercial Development
P.U.D. Planned Unit Development
R-1 One Family Dwelling
R-1 Combining
R-1 One Family Dwelling - Church Overlay
R-2 Limited Multiple Family Dwelling Zone -1 unit/2,500 sq. ft.R-S Residential Suburban
Figure 1-6Conceptual Site PlanSR 99/Hosking Commerical Center Project
K:\Irvine\GIS\Projects\City_of_Bakersfield\00393_14\mapdoc\Fig1_6_Conceptual_Site_Plan.mxd Date: 6/17/2015 35528
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
1-7
June 2015
ICF 393.14
quality emissions by providing alternatives to automobile use to access the
project site.
The project site is in an “intensified activity center” as designated in the MBGP
(City of Bakersfield and Kern County 2002, Figure II-2, pages II-2 and II-3). The
proposed project’s design and scale are consistent with this centers concept,
which is described in the MBGP as “the focusing of new development into
distinctive centers which are separated by low land use densities” (City of
Bakersfield and Kern County 2002). The centers concept provides for a land use
pattern consisting of several concentrated mixed-use commercial and high-
density residential centers surrounded by medium-density residential uses (City
of Bakersfield and Kern County 2002). The proposed project, coupled with other
existing commercial land uses (e.g., CarMax, Lowe’s Home Improvement),
would provide for the high density mixed-use commercial nucleus surrounded by
medium-density residential land uses as envisioned in the centers concept. As the
MBGP points out, this concept “encourages people to live and work in the same
place and, thus, serves to minimize sprawl and reduce traffic, travel time,
infrastructure costs, and air pollution” (City of Bakersfield and Kern County
2002).
1.3.6 Requested Entitlements and Approvals
The applicant’s specific entitlement objective under this environmental document
is to obtain City approval of a GPA, zone change, MBGP Circulation Element
Amendment, tentative/final subdivision map approval, site plan and final
development plan review, and planned commercial development approval. Other
potential entitlement approvals may include, but may not be limited to, approval
of a comprehensive sign plan to provide signage that is compatible with the
architectural design of the center. Also requested is a possible water district
annexation into the Greenfield County Water District (GCWD) to be approved
by the Kern County Local Agency Formation Commission (LAFCO) as the
responsible agency. The requested entitlements are discussed in detail below.
1.3.7 Proposed General Plan Amendment
The proposed project involves a request for approval of a GPA to designate the
entire project site as a GC land use designation. The proposed GPA would
change those portions of the site designated LR (~50 acres), LMR (~7 acres), and
HMR (~13 acres) to:
General Commercial (GC), a maximum floor area ratio of 1.0 and 4 stories
tall (for retail and service facilities that provide a broad range of goods and
services, which serve the day-to-day needs of nearby residents) (City of
Bakersfield and Kern County 2002).
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
1-8
June 2015
ICF 393.14
The remaining ~15 acres of the site are already designated as GC (refer to Figure
1-4).
1.3.8 Proposed Zone Change
The proposed project involves a request for approval of a concurrent ZC to
modify the zoning on a roughly 73-acre portion of the site from R-1 to C-2/PCD,
as follows:
Regional Commercial/Planned Commercial Development Zone
(C-2/PCD): Typically associated with larger commercial centers that may
contain a number of larger scale stores as well as a mixture of smaller retail
outlets, which can include any use permitted for Professional and
Administrative Office (C-0) and Neighborhood Commercial (C-1), apparel
and accessory stores, automobile dealerships, computer software stores,
department stores, farmers markets on weekends, hardware stores, hotels,
restaurants and other eating-related places, sporting goods stores, theaters,
and public or commercial parking (City of Bakersfield Municipal Code
17.24, 2007).
The remaining ~12 acres of the site are already zoned C-2 (Figure 1-5). The
existing C-2 portions of the project site would be rezoned to add the Planned
Commercial Development (PCD) overlay, combining the designations to be
consistent with the remainder of the project site. In connection with the
commercial zone, a PCD Development Plan Review and approval of a tentative
parcel map are also proposed. The intent of the PCD designation is to provide
flexibility for commercial developments so that a more cohesive design can be
achieved. PCD zoning allows for innovative design and diversification in the
relationship of various uses, buildings, structures, lot sizes, and open spaces
while ensuring compliance with the general plan and the intent of the municipal
code. The PCD Zone would be used in combination with the proposed
commercial zone to define the allowable uses and to ensure future site
development that is compatible with surrounding development and recognizes
the unique site characteristics (City of Bakersfield Municipal Code 17.54, 2007).
1.3.9 Proposed Circulation Element Amendment
The proposed project also involves a request for approval of an MBGP
Circulation Element amendment. This amendment would eliminate a collector
road (Colony Street) segment currently shown on the MBGP Circulation Element
map (City of Bakersfield and Kern County 2002) that travels through the project
site. A collector road has 90 feet of right-of-way with four travel lanes, without a
raised median. This segment of Colony Street is shown intersecting with
Berkshire Road to the north of the site, traveling southbound along the western
edge of the site, turning east in about the middle of the site, and then connecting
with South H Street at an intersection. This collector road segment has not been
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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June 2015
ICF 393.14
built, but its route through the site is shown on the current map. The proposed
amendment would eliminate this segment of Colony Street from the MBGP
Circulation Element map.
1.3.10 Proposed Water Supply
The majority of the project site lies within the district boundary of the Greenfield
County Water District (GCWD), but an approximately 17-acre portion of the 85-
acre project area located in the southern portion of the project site lies outside of
the district boundary; the entire project site is in the GCWD sphere of influence.
The project proponent is pursuing an annexation of this portion of the project site
into the GCWD service boundary. The project proponent and GCWD have
entered into agreements initiating the annexation process and appointing GCWD
as agent to extract groundwater. As part of the agreements, the project proponent
is responsible for preparing maps, exhibits, and legal descriptions that GCWD
needs for annexation.
In accordance with California Senate Bill (SB) 610, the project proponent has
prepared a Water Supply Assessment (WSA) (Appendix D). The assessment is
necessary because the proposed project would develop greater than 500,000
square feet of commercial floor space and, therefore, is considered a “project”
within the scope of SB 610. The WSA determined that GCWD would have
sufficient water supplies to meet project demands at full build-out (including the
annexed area), as well as overall GCWD demands (Table 6 of Appendix D).
Project demands would be met through GCWD’s existing groundwater rights
from native aquifer supplies, as well Mr. John Giumarra’s overlying groundwater
rights for the same aquifer that will be pumped from GCWD wells (page 1 of
Appendix D). An Agreement for Overlying Lands, in which GCWD acts as an
agent, would be executed to allow GCWD to utilize Mr. Giumarra’s Overlying
Groundwater Rights as a landowner, which would then require new wells to be
drilled. District demands would also continue be met with pumping native
groundwater, which GCWD has been using to serve its existing customers based
on existing groundwater rights. To ensure water supply reliability during single
dry year or multiple dry years, GCWD will use its storage reserve of canal
seepage water from Kern Delta Water District. As part of an Urban Customer
Service Agreement, GCWD receives 100% of the surface water seepage losses
from the Kern Island Canal system as groundwater recharge and to maintain
groundwater aquifer levels. This water would be used only during times of water
shortages (Appendix D). The agreement will not take effect until and unless the
City certifies the Final EIR.
As required by California law, a proposed annexation must also be approved by
the Kern County LAFCO. GCWD would submit the annexation application and
this EIR to Kern County LAFCO. As a subsequent action, Kern County LAFCO
would accept, accept with revisions, or reject the annexation application
presented by GCWD. If the project proponent decided to proceed with the
annexation process, during the plan check and prior to final map approvals, the
project proponent must provide the City with written documentation that the
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
1-10
June 2015
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proposed project’s annexation application has been approved by Kern County
LAFCO. Therefore, Kern County LAFCO is a Responsible Agency under
CEQA.
1.4 Environmental Impacts
1.4.1 Impacts not Considered in This DEIR
The contents of this DEIR were established based on an Initial Study (IS) and
NOP prepared in accordance with the State CEQA Guidelines, as well as public
and agency input received during the scoping process. The IS was comprehensive
and addressed every environmental issue contained within the Environmental
Checklist, Appendix G of the State CEQA Guidelines. Those specific issues that
were found to have no impact or less-than-significant impacts during preparation
of the IS/NOP are not addressed further in this DEIR unless they were
specifically identified by agencies, organizations, or interested parties during the
NOP public review period and were determined to be relevant to the decision.
The resource areas removed from consideration in the IS/NOP are agricultural
and forestry resources, mineral resources, population and housing, and
recreation. Please see the IS/NOP in Appendix A for more information
1.4.2 Impacts of the Proposed Project
Sections 4.1 through 4.12 of this DEIR provide a detailed discussion of the
environmental setting, impacts associated with the proposed project, and
mitigation measures designed to reduce significant impacts to less-than-
significant levels, when feasible. The impacts, mitigation measures, and residual
impacts for the proposed project are summarized in Table 1-7 at the end of this
Executive Summary, and are discussed further below.
Summary of Less-than-Significant Impacts
This DEIR addresses all potentially significant environmental impacts that were
identified by the City during the NOP, scoping process, and public review period
for this DEIR. After further study and environmental review, this DEIR
determined that impacts on geology/soils would be less than significant without
mitigation.
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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June 2015
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Summary of Significant Impacts that Can Be Mitigated, Avoided,
or Substantially Lessened
After further study and environmental review in this DEIR, impacts on the
following resource areas were determined to be significant prior to the
incorporation of mitigation measures. The mitigation measures that were
identified to reduce impacts of the proposed project to less-than-significant levels
are discussed in Chapter 4 and are summarized in Table 1-7. Environmental
impacts for the following issues would be reduced to less-than-significant levels
with the incorporation of mitigation measures.
Aesthetics and urban decay;
Air quality;
Biological resources;
Cultural resources;
Greenhouse Gas Emissions;
Hazards and hazardous materials;
Hydrology and water quality;
Land use and planning;
Noise; and
Public services and utilities.
Summary of Significant and Unavoidable Impacts
Section 15126.2(b) of the CEQA Guidelines requires that the EIR describe any
significant impacts, including those that can be mitigated but not reduced to less-
than-significant levels. Potential environmental effects of the project and
proposed mitigation measures are discussed in detail in Chapter 4 of this EIR.
Table 1-4 presents those impacts of the project that are significant and
unavoidable even with the implementation of mitigation measures. Sections 4.1,
4.2, 4.3, 4.4, and 4.11 of this EIR present detailed analyses of these impacts and
describe the means by which the mitigation measures listed in Table 1-4 would
reduce the severity of impacts to the extent feasible.
Table 1-4. Summary of Proposed Project Impacts that are Significant and
Unavoidable
Impact Mitigation Measures
Traffic (Project and Cumulative) MM TR-1 through MM TR-3
City of Bakersfield Chapter 1. Executive Summary
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June 2015
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As shown above, the DEIR determined that direct traffic impacts would be
significant and unavoidable. Mitigation is not available for significant impacts
identified at one intersection (ID 24: South H Street/Panama Lane) and one
roadway segment (Panama Lane, between Wible Road and SR 99). Operations at
South H Street/Panama Lane would degrade from level of service (LOS) C under
2017 baseline conditions to LOS D with Phase I of the project. In 2020, once
Phase II is implemented, the LOS would further degrade to LOS F. Roadway
segment operations along Panama Lane between Wible Road and SR 99 would
degrade from a volume to capacity (V/C) ratio of 0.79 under 2017 baseline
conditions to 0.82 with Phase I of the project. In 2020, once Phase II is
implemented, the V/C ratio would further degrade to 0.86. Because both of these
roadway facilities are built out under existing conditions, no improvements or
other mitigation measures are feasible at either location and impacts would
remain significant and unavoidable at opening day of Phase I in 2017 and at
opening day of Phase II in 2020. As such, two significant and unavoidable direct
impacts would occur.
The project would also result in cumulatively considerable contributions to
significant cumulative traffic impacts at one unsignalized intersection, eleven
signalized intersections, and two roadway segments. Mitigation is proposed for
one unsignalized intersection, seven signalized intersections, and one roadway
segment. However, even after mitigation is incorporated, impacts would remain
significant and unavoidable.
1. Operations at unsignalized South Union Avenue/Berkshire Road would
remain at LOS F during the Saturday peak hour under 2035 conditions with
the project’s cumulative contribution and would remain at LOS F with
mitigation, resulting in a significant and unavoidable cumulative impact.
2. Operations at signalized South H Street/White Lane would remain at LOS F
during the AM and Saturday peak hours under 2035 conditions with the
project’s cumulative contribution, and would improve to LOS D with
mitigation during the PM and Saturday peak hours, resulting in significant
and unavoidable impacts.
3. Operations at signalized Stine Road/Panama Lane would remain at LOS F
during the AM and Saturday peak hours under 2035 conditions with the
project’s cumulative contribution, would improve to LOS D with mitigation
during the AM peak hour, and would remain at LOS F during the Saturday
peak hour, resulting in significant and unavoidable impacts.
4. Mitigation at signalized Akers Road/Panama Lane would remain at LOS E
during the AM peak hour under 2035 conditions with the project’s
cumulative contribution and would improve to LOS D with mitigation;
however, impacts would remain significant and unavoidable.
5. Operations at signalized Wible Road/Panama Lane would degrade from LOS
C to LOS D during the AM and PM peak hours under 2035 conditions with
the project’s cumulative contribution and would remain at LOS D with
mitigation, resulting in significant and unavoidable impacts. During the
Saturday peak hour for Wible Road/Panama Lane, operations would remain
at LOS E under 2035 conditions with the project’s cumulative contribution
City of Bakersfield Chapter 1. Executive Summary
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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June 2015
ICF 393.14
and would improve to LOS F with mitigation; however, impacts would
remain significant and unavoidable.
6. Operations at signalized South H Street/Hosking Avenue would remain at
LOS F during the Saturday peak hour under 2035 conditions and the
project’s cumulative contribution and would improve to LOS E with
mitigation, and would remain a significant and unavoidable impact.
7. Operations at signalized Southbound SR 99 off-ramp/Taft Highway (SR 119)
would remain at LOS F during the Saturday peak hour under 2035 conditions
and the project’s cumulative contribution and would improve to LOS D with
mitigation, and would remain a significant and unavoidable impact.
8. Operations at signalized South H Street/Panama Lane would degrade from
LOS C under 2035 baseline conditions to LOS D with the project’s
cumulative contribution.
9. Roadway segment operations along Panama Lane between Wible Road and
SR 99 would degrade from a V/C ratio of 0.79 under 2035 baseline
conditions to 0.82 with the project’s cumulative contribution. Because both
of these roadway facilities are built out under existing conditions, no
improvements or other mitigation measures are feasible at either location and
impacts would remain significant and unavoidable in the long-term
cumulative condition.
In addition, mitigation is not available for impacts identified at four signalized
intersections (ID 4: Southbound SR 99 off-ramp/White Lane, ID 21: Southbound
SR 99 off-ramp/Panama Lane, ID 22: Northbound SR 99 off-ramp/Panama Lane,
and ID 24: South H Street/Panama Lane) and one roadway segment (Panama
Lane, between Wible Road and SR 99) because their current condition is built
out and additional capacity is not possible. Impacts at these four signalized
intersections and one roadway segment would remain significant and
unavoidable.
Growth-Inducing Impacts
Section 15126.2(c) of the CEQA Guidelines defines the nature of an irreversible
impact as an impact that uses non-renewable resources during the initial and
continued phases of the project. Irreversible impacts can also result from damage
caused by environmental accidents associated with the project. Irretrievable
commitments of resources should be evaluated to ensure that such consumption
is justified.
The proposed project would not have a growth-inducing impact on surrounding
areas. The proposed project lies in the path of growth and does not represent
“leapfrog” development. Planning for growth on the project site represents a
reasonable extension of urban land uses in metropolitan Bakersfield.
The project site has already been planned for development, would not directly
induce growth by supplying residences, and would not indirectly induce growth
by providing jobs requiring specialized skills that cannot be filled by the current
City of Bakersfield Chapter 1. Executive Summary
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labor pool. Instead, the proposed project is growth-accommodating in that it
would provide needed services to already planned residential growth areas in the
region.
Significant Irreversible Changes to the Environment
The proposed project would require the use of nonrenewable resources—such as
metal alloys and aggregate resources—for the physical construction of the
proposed project. However, the proposed project would not use an uncommon
amount of raw materials compared to the amount used by other projects of a
similar scope and magnitude.
The proposed project would not significantly increase consumption of
nonrenewable resources, and would not significantly commit future generations
to unnecessary exploitation of nonrenewable resources. While various natural
resources—such as construction materials and energy resources—would be used
for the proposed project, the use of these resources relative to similar urban
development projects in the region would not result in substantial resource
depletion.
1.5 Alternatives to the Proposed Project
CEQA states that an EIR must address “a range of reasonable alternatives to the
project, or to the location of the project, which are ostensibly feasible and could
attain the basic objectives of the project, and evaluate the comparative merits of
the alternatives.” Based on the proposed project objectives, four alternatives were
considered and evaluated in this DEIR.
Alternative 1, No-Project A—No Build
Alternative 2, No-Project B—Build Per Existing Land Use Designations
Alternative 3, Reduced Development A—Phase I Buildout Only
Alternative 4, Reduced Development B—Commercial Only, No Hotel
These alternatives are described below.
1.5.1 Alternative 1. No-Project A—No Build
Section 15126.6(e) of the State CEQA Guidelines requires the analysis of a
no-project alternative. This no-project analysis must discuss the existing
condition, as well as what would be reasonably expected to occur in the
foreseeable future if the proposed project was not approved. Because the
proposed project is a development project, Section 15126.6(e)(3)(B) of the State
CEQA Guidelines is directly applicable to the project:
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Draft Environmental Impact Report
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If the project is…a development project on an identifiable property, the “no
project” alternative is the circumstance under which the project does not
proceed. Here the discussion would compare the environmental effects of the
property remaining in its existing state against environmental effects that would
occur if the project is approved. If disapproval of the project under consideration
would result in predictable actions by others, such as the proposal of some other
project, this “no project” consequence should be discussed. In certain instances,
the “no project” alternative means “no build” wherein the existing
environmental setting is maintained. However, where failure to proceed with the
project will not result in preservation of existing environmental conditions, the
analysis should identify the practical result of the project’s non-approval and not
create and analyze a set of artificial assumptions that would be required to
preserve the existing physical environment.
If the proposed project were not approved, one possible effect would be
continued use of the land as it is used under existing conditions. At the time of
the IS/NOP scoping period, the project site was vacant land. Therefore, the
assumption for this alternative if the proposed project were not approved is that
the project site would remain vacant land into the foreseeable future under
Alternative 1.
1.5.2 Alternative 2. No-Project B—Build Per Existing
Land Use Designations
Another reasonably foreseeable future no-project scenario for the project site, if
the proposed project were not approved, would be the eventual development of
the site per existing land use designations. Currently the proposed project site is
designated for LR, LMR, HMR, and GC. Figure 1-4 shows the current general
plan designations for the project site. The current zoning for the project site is
R-1 and C-2. Figure 1-5 shows the current zoning designations for the project
site. Under this alternative, the site could be developed with residential and
commercial uses without a discretionary approval in accordance with existing
development standards pursuant to the respective land use and zoning
designations. Ministerial approval by the City in the form of the site and design
plan review would be required, as is required for all proposed projects in the
City.
Using the most current MBGP Land Use Element map (City of Bakersfield and
Kern County 2002), it is estimated that the project site is composed of roughly
50.2 acres of LR, 7.7 acres of LMR, 13.0 acres of HMR, and 15.0 acres of GC by
the current land use designations. Using these acreages, Table 1-5 below shows
the maximum number of dwelling units and commercial square footage that are
assumed for Alternative 2.
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Table 1-5. Approximate Number of Dwelling Units and Commercial Square
Footage for Alternative 2
Land Use Designation Acres
Dwelling units/
square footage
per acre
Number of Dwelling
Units/Commercial
Square Footage
Low Density Residential (LR) 50.2 7.26 du/ac 364 dwelling units
Low-Medium Density Residential
(LMR)
7.7 10.0 du/ac 77 dwelling units
High-Medium Density Residential
(HMR)
13.0 17.42 du/ac 226 dwelling units
General Commercial (GC) 15.0 1.0 floor/area ratio
(43,560 sf/ac)
653,400 square feet
du/ac = dwelling units per acre
sf/ac = square footage per acre
Source: City of Bakersfield and Kern County 2002.
Therefore, under Alternative 2, it is estimated that a maximum of 667 dwelling
units and 653,400 square feet of GC could be developed per the existing land use
designations. Alternative 2 is also estimated to generate approximately 6,063
average daily trips (ADT)1 for residential uses and 82% of the proposed project’s
ADT for commercial uses, or approximately 21,546 ADT2 for commercial. This
would result in a total of 27,609 ADT for Alternative 2, which is slightly more
than would be generated by the proposed project.
1.5.3 Alternative 3. Reduced Development A—Phase I
Buildout Only
Alternative 3 would include the buildout of Phase I of the proposed project only.
This would include construction of 400,000 square feet of leasable commercial
space, development of 120 hotel rooms, 2,683 surface parking spaces3, and
related onsite improvements including the proposed street widening and right-of-
way improvements. Based on data presented in the Traffic Study prepared for the
proposed project for ADT for Phase I, it is assumed that Alternative 3 would
generate approximately 60% of the ADT of the proposed project, or 40% less
traffic than the proposed project. Alternative 3 is assumed to be developed on
approximately half, or 42.5 acres, of the proposed project site, with the remainder
of the site assumed to be left vacant for future development.
1 CalEEMod Appendix D, Table 4.13
2 Phase II of the proposed project would generate 26,275 ADT for commercial uses.
3 Based on 60% of the total parking spaces provided under the proposed project, as only 60% of the proposed
project’s ADT would be generated under Alternative 3.
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1.5.4 Alternative 4. Reduced Development B—
Commercial Phase I Only, No Hotel
Alternative 4 would include the buildout of the 400,000 square feet of
commercial space only as proposed in Phase I of the project, along with 2,550
surface parking spaces4 and the related onsite improvements, including the
proposed street widening and right-of-way improvements. No hotel uses would
be developed under this alternative. It is assumed that Alternative 4 would
generate 57% of the ADT of the proposed project, or 43% less traffic than the
proposed project. Alternative 4 is assumed to be developed on approximately one
quarter, or 21.25 acres, of the proposed project site, with the remainder of the site
assumed to be left vacant for future development.
1.6 Alternatives Analysis
Each of the alternatives considered above is analyzed in this DEIR. The City
determined to provide the analysis of these alternatives as full alternatives in this
DEIR. Their inclusion in this DEIR does not necessarily mean that they have
been found to be feasible, or that they would reduce or eliminate impacts in
comparison to the proposed project. Table 1-6 provides a summary of the
alternatives’ impact analyses.
An EIR must identify the environmentally superior alternative to the proposed
project. Alternative 1 (No-Project A—No Build) would be environmentally
superior to the proposed project because it would minimize or avoid physical
environmental impacts. However, the State CEQA Guidelines require that, if a
no-project alternative is found to be environmentally superior, “the EIR shall also
identify an environmentally superior alternative among the other alternatives”
(State CEQA Guidelines, Section 15126.6(c)).
In terms of the physical effects on the environment, the environmentally superior
alternative (other than a no-project alternative) is Alternative 4 (Reduced
Development B—Commercial Phase I Only, No Hotel). However, Alternative 4
fails to fully meet the project objectives as discussed above.
4 Based on 57% of the total parking spaces provided under the proposed project, as only 57% of the proposed
project’s ADT would be generated under Alternative 4.
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Table 1-6. Comparison of Alternatives to the Proposed Project
Environmental Issue Area Proposed Project Impact
Alternative 1
Impact
Alternative 2
Impact
Alternative 3
Impact
Alternative 4
Impact
Aesthetics Less than Significant with Mitigation Less Impact Less Impact Less Impact Less Impact
Air Quality Less than Significant with Mitigation Less Impact Greater Impact Less Impact Less Impact
Biological Resources Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Cultural Resources Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Geology and Soils Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Greenhouse Gases Less than Significant with Mitigation Less Impact Greater Impact Less Impact Less Impact
Hazards and Hazardous Materials Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Hydrology and Water Quality Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Land Use and Planning Less than Significant Less Impact Less Impact Greater Impact Greater Impact
Noise Less than Significant Less Impact Less Impact Less Impact Less Impact
Population and Housing* Less than Significant Less Impact Greater Impact Similar Impact Similar Impact
Public Services and Utilities Less than Significant with Mitigation Less Impact Greater Impact Less Impact Less Impact
Recreation* Less than Significant Less Impact Greater Impact Similar Impact Similar Impact
Transportation and Traffic Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Notes:
* Screened out as potentially significant environmental issue area for the proposed project in the IS/NOP (Appendix A). Impact statement summaries are
based on the Initial Study. Other topics such as Agriculture and Forestry Resources and Mineral Resources were also screened out in the IS/NOP, but are not
mentioned here because there would be no significant difference between the project and the alternatives.
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1.7 Areas of Controversy
Written agency and public comments received during the public review period
are provided in Appendix A. In summary, the following project-related issues
were identified during scoping, and, where appropriate, are addressed in the
appropriate sections of this DEIR.
Develop adequate pedestrian and bicycle facilities on Hosking Road and
South H Street
Develop a Class I bike path and adequate bicycle facilities to serve the
project
Potential conflicts with California Department of Transportation projects
under construction in the project vicinity including the SR 99/Hosking Road
Interchange, the Panama Lane off-ramp widening projects, and the SR 99
auxiliary lane project
Traffic impacts on area roadways, state highways, and associated rights-of-
way
Offsite drainage impacts
Impacts on utilities and water supply
Ensure proper consultation with Native Americans
Air quality impacts, greenhouse gas emissions, and health risks
Potential for urban decay
Aesthetic impacts and light pollution
Consideration for a “transit-oriented” alternative
Impacts on biological resources
Potential for growth-inducing impacts
Access to public transportation
Potential energy impacts
Conversion of historic agricultural farmlands
1.8 Availability of This DEIR
This DEIR is being circulated to the public and agencies for review and
comment. During the 45-day public review period, which began on June 22,
2015 and will end on August 6, 2015, this DEIR will be available for general
public review at the following locations:
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City of Bakersfield
Community Development Department—Planning Division
1715 Chester Avenue
Bakersfield, CA 93301
Kern County Library–Beale Memorial Library
701 Truxtun Avenue
Bakersfield, CA 93301
Kern County Library–Eleanor Wilson Branch
1901 Wilson Avenue
Bakersfield, CA 93307
Kern County Law Library
1415 Truxtun Avenue, Room 301
Bakersfield, CA 93301
Supporting documents not included in this DEIR are available for general public
review at the City Community Development Department, 1715 Chester Avenue,
2nd Floor, Bakersfield, CA. This DEIR will also be available for general public
review on the City’s website: http://www.bakersfieldcity.us/.
Interested parties may provide written comments on this DEIR that must be
received by 5 p.m. on August 6, 2015. Please address comments to:
Cecelia Griego, Associate Planner II
Community Development Department
Planning Division
1715 Chester Avenue
Bakersfield, CA 93301
cgriego@bakersfieldcity.us
Fax: (661) 852-2136
Upon completion of the 45-day public review period, written responses to all
comments on environmental issues discussed in this DEIR will be prepared and
incorporated into the Final EIR (FEIR). Within the 45-day public review period,
the City Planning Commission will hold an EIR Adequacy Hearing to receive
public comments on this DEIR, which is tentatively scheduled for July 16, 2015
at 5:30 p.m.; written responses to comments received during the hearing will also
be prepared and incorporated into the FEIR. A public meeting will also be held
before the Planning Commission to consider a recommendation for the City
Council to certify the FEIR along with consideration of approval of the proposed
project. The City Council has final authority over certification of the FEIR and
project decisions.
Written responses to comments received from any state agencies will be made
available to these agencies at least 10 days before the City Council meeting at
which the certification of the FEIR will be considered. These comments and their
responses will be included in the FEIR for consideration by the City, as well as
any other decision makers.
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1.9 Issues to Be Resolved
Section 15123(b)(3) of the State CEQA Guidelines requires that an EIR contain
issues to be resolved, which includes the choice among alternatives and whether
or how to mitigate significant impacts. The major issues to be resolved in the
proposed project include decisions by the lead agency as to whether:
the DEIR adequately describes the environmental impacts of the proposed
project,
the recommended mitigation measures should be adopted or modified,
additional mitigation measures need to be applied to the proposed project, or
the proposed entitlements should or should not be approved.
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Table 1-7. Summary of Proposed Project Environmental Impacts, Mitigation Measures, and Residual Impacts
Impact
Level of
Significance Mitigation Measure
Residual
Impact
AESTHETICS AND URBAN DECAY
Impact AUD-1. The proposed
project would not substantially
degrade the existing visual
character or quality of the site and
its surroundings.
Less than
significant
No mitigation required Less than
significant
Impact AUD-2. The proposed
project would create a new source
of substantial light or glare which
would adversely affect day or
nighttime views in the area.
Potentially
significant
MM AUD-1. Prior to the issuance of building permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
(a) Minimize Spill Light. All onsite lighting standards and exterior luminaries shall
be fitted with filtering louvers, hoods and/or similar technology to minimize spill
light to adjacent properties and to reduce light from emitting above the horizontal
plane of individual light fixtures.
MM AUD-2. Prior to the issuance of the final Certificate of Occupancy for each
phase of development, the project proponent shall provide evidence to the City of
Bakersfield Planning Division to demonstrate compliance with the following:
(a) Ensure Fixtures Properly Configured. The project proponent shall ensure that
a nighttime evaluation is conducted by a qualified professional to ensure that
spillover light and glare are avoided, and shall make adjustments if needed to
fixture configuration to ensure that spill over light is minimized. The project
proponent shall provide a copy of the final testing results to the City of
Bakersfield for review.
Less than
significant
AIR QUALITY
Impact AQ-1. The proposed project
would not conflict with or obstruct
implementation of the applicable
air quality plan.
Less than
significant
No mitigation required Less than
significant
Impact AQ-2. The proposed project
would violate an air quality
standard or contribute substantially
to an existing or projected air
Potentially
significant
MM AQ-1. Prior to the issuance of grading permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
Less than
significant
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quality violation. (a) Obtain Required Permits. The project shall be required to comply with all
applicable rules and regulations as set forth by the San Joaquin Valley Air
Pollution Control District (SJVAPCD). To ensure compliance, the project
proponent shall obtain all construction permits deemed necessary by the
SJVPACD and shall comply with all measures as specified by that agency
including, but not limited to:
(i) Fugitive Dust Control Plan. The project proponent shall develop a
Fugitive Dust Control Plan in accordance with SJVAPCD Regulation
VIII, Dust Control Requirements to Control Construction Emissions of
PM10 (particulate matter 10 microns in diameter or less). The Plan shall
include, but is not limited to, the following: A project description, a listing
of all anticipated fugitive dust emissions included in the project, and
methods for adherence to all regulations related to onsite watering,
reduced vehicle speeds, track-out devices, surface stabilization, fugitive
dust control practices, free-board limits, mud/dirt accumulation, cease
grading during heightened wind speeds.
(ii) Indirect Source Review. The project proponent shall provide the City
with proof that an Indirect Source Review (ISR) application has been
approved by SJVPACD, if deemed necessary by that agency.
(iii) Incorporate Measures to Reduce Construction Exhaust Emissions.
The project proponent shall require that all construction contractors to
utilize Tier 3 engines for all off-road construction equipment over 50
horsepower, unless such an engine is not available for a particular item of
equipment. In the event a Tier 3 engine is not available for any off-road
engine larger than 100 horsepower, that engine shall be equipped with
retrofit controls that would provide nitrogen oxides (NOX) and particulate
matter emissions that are equivalent to a Tier 3 engine. Additionally, all
equipment engines shall be maintained in good operating condition and in
proposed tune per manufacturers’ specifications and shall be turned off
when not in use, and idling shall be minimized. All vehicles shall also
comply with any measures specified by SJVAPCD related to NOX
emissions from on-road heavy-duty diesel haul vehicles.
(b) Valley Fever. The project proponent shall ensure that construction workers are
educated regarding the symptoms and potential health effects associated with
exposure to Coccidioides immitis fungus spores; and that construction workers
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are provided with personal protective equipment such as respiratory equipment
(masks), if requested. This will reduce potential exposure to airborne dust and
facilitate recognition of symptoms and earlier treatment of Valley Fever.
(c) Reduction of Reactive Organic Gas (ROG) and Nitrogen Oxide (NOX)
Emissions. The project proponent shall submit evidence, verified by SJVAPCD,
that demonstrates that the project’s construction and operational-related PM10,
ROG, and NOX emissions will be reduced to below SJVAPCD’s numeric
threshold of 15, 10, and 10 tons per year, respectively. These reductions can be
achieved by any combination of project design, compliance with the ISR, and/or
via the project proponent entering into a development mitigation contract (i.e.,
Voluntary Emission Reduction Agreement, or VERA), with SJVAPCD.
If a VERA is utilized, a copy of the executed agreement and implementing
reports will be provided to the City to demonstrate compliance. Additionally, the
project proponent shall supply updated documents if the requirements change as
the VERA is reassessed by SJVAPCD at each phase of project development.
This requirement will be enforced and verified by SJVAPCD. The current
VERA payment fee for construction emissions is $9,350 per ton of NOX;
payment fees vary by year (i.e., future year payment fees for NOX could be more
than the current price of $9,350) and are sensitive to the number of projects
requiring emission reductions within the same air basin. At the time of issuance
for building permits for each phase of the project, associated fees will be
calculated and collected by SJVAPCD and will depend on the emissions
required to be mitigated after all selected emission reduction projects are
completed. The VERA shall identify the amount of emissions to be reduced, in
addition to the amount of funds to be paid to SJVAPCD by the project proponent
to implement emission reduction projects required for the project.
MM AQ-2. The project shall continuously comply with the items listed below during
all operations of the project and, prior to the issuance of Final Occupancy approval,
the project proponent shall provide evidence to the City of Bakersfield Planning
Division to demonstrate methods for compliance with the following:
(a) Implement Onsite Mitigation to Reduce Operational Emissions. The project
proponents will incorporate the following onsite mitigation into the project
design:
(i) Use low volatile organic compound (VOC) paint (non-residential interior).
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(ii) Use low VOC paint (non-residential exterior).
(iii) Require the electrification of landscaping equipment, with a minimum of 3%
of lawnmowers, leaf blowers, and chainsaws to be electrified.
Impact AQ-3. The proposed project
would expose sensitive receptors to
substantial pollutant
concentrations.
Potentially
significant
Mitigation Measure MM AQ-1 Less than
significant
BIOLOGICAL RESOURCES
Impact BIO-1. The proposed
project would have a substantial
adverse effect, either directly or
through habitat modifications, on
any species identified as a
candidate, sensitive, or special
status species in local or regional
plans, policies, or regulations, or
by the California Department of
Fish and Wildlife or U.S. Fish and
Wildlife Service.
Potentially
significant
MM BIO-1. Prior to the issuance of grading permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
(a) Pay Development Impact Fees Pursuant to the Metropolitan Bakersfield
Habitat Conservation Plan. The project proponent shall pay fees pursuant to
the Metropolitan Bakersfield Habitat Conservation Plan and Incidental Take
Permit, which includes coverage for the San Joaquin kit fox. The payment of
development impact fees is considered adequate mitigation under the
Metropolitan Bakersfield Habitat Conservation Plan and Incidental Take Permit
to minimize impacts on special-status species. The fees are placed in an account
for habitat acquisition and management to be used by the Metropolitan
Bakersfield Habitat Conservation Plan Trust Group. Upon the payment of this
fee as specified by the City of Bakersfield, the project applicant will become a
sub-permittee and will be allowed the incidental take of the species in accordance
with state and federal endangered species laws and mitigation requirements of all
parties, including state, federal, and local (City of Bakersfield and Kern County
1994, Incidental Take Permit No. 2081-2013-058-04)
(b) Conduct Preconstruction Clearance Survey. A biological clearance survey is
required for San Joaquin kit fox and burrowing owl. The survey shall be
completed according to the requirements of the Metropolitan Bakersfield Habitat
Conservation Plan and Incidental Take Permit. All surveys must be delivered to
the U.S. Fish and Wildlife Service, the California Department of Fish and
Wildlife, and the City of Bakersfield.
If the survey results find a covered species on the project site, a written Notice of
Grading is required at least 5 business days prior to any ground disturbance
activities (excluding weekends and holidays). The Notice of Grading shall only
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be submitted after all required minimization measures, according to the
Incidental Take Permit, are implemented.
(c) San Joaquin Kit Fox Avoidance and Den Excavation. If known, active, or
natal San Joaquin kit fox dens are identified during the survey, minimization
measures identified in the Incidental Take Permit for den avoidance must be
demonstrated (Metropolitan Bakersfield Habitat Conservation Plan Incidental
Take Permit Condition of Approval 7.5). If dens cannot be avoided, appropriate
monitoring and den excavation as described in Metropolitan Bakersfield Habitat
Conservation Plan Incidental Take Permit Condition 7.6 will be adhered to.
(d) Burrowing Owl Focused Survey and Avoidance and Passive Relocation. A
focused survey following the protocol described in the California Department of
Fish and Wildlife Staff Report on Burrowing Owl Mitigation (CDFG 2012) will
be conducted prior to the start of construction. If burrowing owls are identified
on the project site, occupied burrows shall not be disturbed during the nesting
season (February 1 through August 31 for owls and other raptors). The non-
disturbance buffer shall include a minimum 250-foot buffer zone around any
occupied burrow unless a qualified biologist approved by the California
Department of Fish and Wildlife verifies through non-invasive methods that
either (1) burrowing owls have not begun egg laying and incubation, or (2)
juveniles from the occupied burrows are foraging independently and are capable
of independent survival. The sizes of individual buffers may be modified through
coordination with the California Department of Fish and Wildlife based on site-
specific conditions and existing disturbance levels. During the non-nesting
season or if the qualified biologist determines either (1) or (2) above, the project
applicant will coordinate with the California Department of Fish and Wildlife to
construct artificial burrows and passively relocate the owl(s). Passive relocation
is defined as encouraging owls to move from occupied burrows to alternate
natural or artificial burrows that are beyond 50 meters (approximately 160 feet)
from the impact zone and that are within or contiguous to a minimum of 6.5
acres of foraging habitat for each pair of relocated owls (California Burrowing
Owl Consortium 1993). Regarding passive relocation, the Burrowing Owl
Survey Protocol and Mitigation Guidelines (California Burrowing Owl
Consortium 1993) state that:
“Owls should be excluded from burrows in the immediate impact zone and
within a 50 m (approx. 160 feet) buffer zone by installing one-way doors in
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burrow entrances. One-way doors should be left in place 48 hours to insure owls
have left the burrow before excavation. One alternate natural or artificial burrow
should be provided for each burrow that will be excavated in the project impact
zone. The project area should be monitored daily for one week to confirm owl
use of alternate burrows before excavating burrows in the immediate impact
zone. Whenever possible, burrows should be excavated using hand tools and
refilled to prevent reoccupation. Sections of flexible plastic pipe or burlap bags
should be inserted into the tunnels.”
(e) Conduct “Tailgate” Environmental Education for All Construction
Personnel. Prior to initial groundbreaking, a tailgate session shall be conducted
by a qualified biologist to educate construction personnel on relevant federal,
state, and local laws related to potentially occurring special-status species at the
site. The tailgate session shall include training on identification of species that
may be found on the project site, the status of those species, and any legal
protection afforded to those species. Measures that are being implemented to
protect those species will also be explained. Personnel will be advised to report
any special-status species or burrows promptly. A fact sheet conveying this
information will be prepared for display or for distribution to anyone who may
enter the project site.
(f) Cap and Inspections of Materials and Equipment. Material and equipment
inspections shall be conducted according to the Metropolitan Bakersfield Habitat
Conservation Plan Incidental Take Permit. All exposed pipes, culverts, and other
similar structures with a diameter 4 inches or greater shall be properly capped in
order to prevent entry by San Joaquin kit fox or other species. Any of these
materials or structures that are left overnight and are not capped shall be
inspected prior to being moved, buried, or closed in order to ensure that San
Joaquin kit fox or other species are not present within the structure. If a covered
species is found within one of these structures, the animal will be allowed to
safely escape that section prior to moving or utilizing that segment.
(g) Cover or Inspect All Trenches or Other Potential Entrapments. All open
holes, sumps, and trenches shall be inspected at the beginning, in the middle, and
at the end of each day for trapped covered species as required by Metropolitan
Bakersfield Habitat Conservation Plan Incidental Take Permit Condition of
Approval 7.15. All trenches, sumps, and other excavations with side walls that
have greater than 1:1 slope (45 degrees) and are between 2 and 8 feet deep will
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be covered when workers or equipment are not actively working in the
excavation, including overnight, or shall have an escape ramp constructed of
earth or a non-slip material with less than 1:1 slope. All excavations with side
walls greater than 1:10 slope and deeper than 8 feet shall be covered when
workers or equipment are not actively working in the exaction and at the end of
each day. All excavations that are covered long term shall be inspected at the
beginning of each working day to ensure inadvertent entrapment has not
occurred. If a covered species is found to be trapped, work is to cease in the
vicinity and notification will be made immediately to the California Department
of Fish and Wildlife. The animal will be allowed to escape unimpeded, or a
qualified biologist will capture and relocate the animal in accordance with
California Department of Fish and Wildlife direction.
(h) Protect Nesting Birds. If construction activities are scheduled to begin between
February 15 and September 15, a nesting bird survey will be conducted no more
than 5 days prior to the start of any initial activity. If construction is postponed,
additional surveys may be required. For any nests that are identified, avoidance
buffers will be established to avoid any disturbances that may affect the nesting
birds or cause nest failure. The buffer will be determined based on a qualified
biologist’s determination. If the recommended buffer is less than 500 feet for
raptors and less than 250 feet for passerine birds, then a biological monitor will
be present whenever construction occurs within 500 feet of a raptor nest or 250
feet of a passerine nest, unless otherwise determined unnecessary by a qualified
biologist. If the biologist detects distress or a risk of nest failure resulting from
the construction activity, the biologist may halt construction and adjust the buffer
as necessary.
MM BIO-2. Other Best Management Practices. The project shall continuously
comply with the best management practices items listed below during all construction
activities and operations of the project:
(a) All trash, including food items, will be disposed of in securely closed or covered
containers daily.
(b) A project speed limit will be maintained at 20 miles per hour during daylight
hours and 10 miles per hour for any driving on site before sunrise or after sunset.
Impact BIO-2. The proposed
project would not interfere
substantially with the movement of
Less than
significant
No mitigation required Less than
significant
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any native resident or migratory
fish or wildlife species or with
established native resident or
migratory wildlife corridors, or
impede the use of native wildlife
nursery sites.
Impact BIO-3. The proposed
project would conflict with local
policies or ordinances protecting
biological resources, such as a tree
preservation policy or ordinance.
Potentially
significant
Mitigation Measures MM BIO-1 through MM BIO-2 Less than
significant
Impact BIO-4. The proposed
project would conflict with the
provisions of an adopted Habitat
Conservation Plan, Natural
Community Conservation Plan, or
other approved local, regional, or
state habitat conservation plan.
Potentially
significant
Mitigation Measures MM BIO-1 through MM BIO-2 Less than
significant
CULTURAL RESOURCES
Impact CR-1. The proposed project
would not cause a substantial
adverse change in the significance
of a historical resource as defined
in Section 15064.5.
No impact No mitigation required No impact
Impact CR-2. The proposed project
would cause a substantial adverse
change in the significance of an
archaeological resource pursuant to
Section 15064.5.
Potentially
significant
MM CR-1. The project shall continuously comply with the best management
practices items listed below during all construction activities and operations of the
project:
(a) Stop Work if Cultural Resources Are Encountered. If buried cultural
resources, such as chipped or ground stone, historic bottles or ceramics, building
foundations, or non-human bone are inadvertently discovered during ground-
disturbing activities, work will stop in that area and within 100 feet of the find
until a qualified archaeologist can assess the significance of the find and, if
necessary, develop appropriate treatment measures. Treatment measures
typically include development of avoidance strategies, capping with fill material,
Less than
significant
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or mitigation of impacts through data recovery programs such as excavation or
detailed documentation. Prior to recommencement of any construction activities,
the qualified archaeologist shall provide a pre-grading conference that will
provide procedures for archaeological resource surveillance and appropriate
treatment of cultural resources.
(b) Provide Notice if Cultural Resources Are Encountered. If buried cultural
resources are discovered that may have relevance to Native Americans, the
project proponent shall provide written notice to the City of Bakersfield and to
the Native American Heritage Commission and any other appropriate
individuals, agencies, and/or groups as determined by the qualified archaeologist
in consultation with the City of Bakersfield.
Impact CR-3. The proposed project
would directly or indirectly destroy
a unique paleontological resource
or site or unique geologic feature.
Potentially
significant
MM CR-2. The project shall continuously comply with the best management
practices items listed below during all construction activities and operations of the
project:
(a) Stop Work if Paleontological Resources Are Encountered During
Construction Activities. If paleontological resources are encountered, all work in
the immediate vicinity of the find will halt until a qualified paleontologist can
evaluate the find and make recommendations. Paleontological resource materials
may include fossils, plant impressions, or animal tracks that have been preserved in
rock. If the qualified paleontologist determines that the discovery represents a
potentially significant paleontological resource, additional investigations and fossil
recovery may be required to mitigate adverse impacts from project implementation.
Construction shall not resume until the appropriate mitigation measures are
implemented or the materials are determined to be less than significant.
Less than
significant
Impact CR-4. The proposed project
would disturb any human remains,
including those interred outside of
formal cemeteries.
Potentially
significant
MM CR-3. The project shall continuously comply with the best management
practices items listed below during all construction activities and operations of the
project:
(a) Appropriate Treatment of Human Remains. If human remains of Native
American origin are discovered during project construction, State laws will be
followed relating to the disposition of Native American burials, which fall within
the jurisdiction of the Native American Heritage Commission (California Public
Resource Code § 5097). According to the California Health and Safety Code, six
or more human burials at one location constitute a cemetery (§ 8100) and
disturbance of Native American cemeteries is a felony (§ 7052). Section 7050.5
requires that construction or excavation be stopped in the vicinity of discovered
Less than
significant
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human remains until the coroner can determine whether the remains are those of
a Native American. If the remains are determined to be Native American, the
coroner must contact the California Native American Heritage Commission.
(b) Appropriate Contact Regarding Findings of Human Remains. If any human
remains are discovered or recognized in any location other than a dedicated
cemetery, there will be no further excavation or disturbance of the site or any
nearby area reasonably suspected to overlie adjacent human remains until:
(i) The coroner of Kern County has been informed and has determined that no
investigation of the cause of death is required, and,
(ii) The descendants of the deceased Native Americans, or the Native American
Heritage Commission (if the Commission is unable to identify a descendant
or the descendant failed to make a recommendation within 24 hours after
being notified by the Commission), have made a recommendation to the
landowner or person responsible for the excavation work, for means of
treating or disposing of, with appropriate dignity, the human remains and
any associated grave goods as provided in California Public Resource Code
§ 5097.98.
GEOLOGY AND SOILS
Impact GEO-1. The project would
not result in substantial soil erosion
or the loss of topsoil.
Less than
significant
No mitigation required Less than
significant
Impact GEO-2. The project would
not be located on a geologic unit
or soil that is unstable or that
would become unstable as a result
of the proposed project and
potentially result in onsite or
offsite landslide, lateral spreading,
subsidence, liquefaction, or
collapse.
Less than
significant
No mitigation required Less than
significant
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Impact GEO-3. The project would
not be located on expansive soil, as
defined in Table 18-1-B of the
Uniform Building Code (1994),
creating substantial risks to life and
property.
Less than
significant
No mitigation required Less than
significant
GREENHOUSE GAS EMISSIONS
Impact GHG-1. The proposed
project would generate greenhouse
gas emissions, either directly or
indirectly, that may have a
significant impact on the
environment.
Potentially
significant
MM GHG-1. Implement Onsite Mitigation to Reduce Operational Emissions.
Prior to the issuance of grading permits, the project proponent shall submit evidence
to the City of Bakersfield Planning Division to demonstrate adherence to the
following: The project shall incorporate the following onsite mitigation into the
project design to reduce greenhouse gas emissions associated with project operations:
(a) Install high-efficiency lighting to reduce consumption of electricity for lighting,
which reduces emissions associated with the generation of electricity. A 75%
lighting energy reduction was applied to the proposed project based on the
performance of Energy STAR–certified light bulbs, which consume 70–90% less
energy than traditional incandescent bulbs;
(b) Install low-flow bathroom faucets to reduce water consumption and thereby
reduce emissions associated with the generation of power used to transport
water;
(c) Install low-flow toilets to reduce water consumption and thereby reduce
emissions associated with the generation of power used to transport water;
(d) Use water-efficient irrigation systems to reduce water consumption and thereby
reduce emissions associated with the generation of power used to transport
water; and
(e) Institute onsite recycling and composting services to reduce offsite, waste-related
emissions associated with the proposed project.
MM GHG-2. Reduction of Operational GHG Emissions. Prior to the issuance of
final occupancy for each phase of development, the project proponent shall submit a
focused Greenhouse Gas Report that identifies measures for the reduction by 29% of
the project’s “business as usual” operational carbon dioxide equivalent emissions as
quantified in this Environmental Impact Report prepared for the project. The focused
air analysis may reference combined state and project-level mitigation that would
reduce greenhouse gas emissions and shall be submitted to the San Joaquin Valley
Less than
significant
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Air Pollution Control District for review and comment regarding the methodology
used to quantify the reductions. The study can be for each individual phase of
construction or for the entire project. Any mitigation program for the reduction of
greenhouse gases adopted by the City of Bakersfield or the San Joaquin Valley Air
Pollution Control District, which can be implemented for the specific project site and
that provides equal or more effective mitigation than this mitigation measure, can be
utilized as a replacement for the requirements of this mitigation measure.
Impact GHG-2. The proposed
project would not conflict with an
applicable plan, policy, or
regulation adopted for the purpose
of reducing the emissions of
greenhouse gases.
Less than
significant
No mitigation required Less than
significant
Impact GHG-3. The proposed
project would not subject property
and persons to otherwise avoidable
physical harm in light of inevitable
climate change.
Less than
significant
No mitigation required Less than
significant
HAZARDS AND HAZARDOUS MATERIALS
Impact HAZ-1. The proposed
project would not create a
significant hazard to the public or
the environment through the
routine transport, use, or disposal
of hazardous materials.
Less than
significant
No mitigation required Less than
significant
Impact HAZ-2. The proposed
project would create a significant
hazard to the public or the
environment through reasonably
foreseeable upset and accident
conditions involving the release of
hazardous materials into the
environment.
Potentially
significant
MM HAZ-1. Prior to the issuance of grading permits, the project proponent shall
provide retain a qualified environmental consulting firm to prepare a Phase II
Environmental Site Assessment to evaluate the topics listed below. Any remediation
activities identified by the study shall be conducted under the oversight of the City of
Bakersfield Fire Department Environmental Services Division, which serves as the
local Certified Unified Program Agency. A copy of the final report, as well as
evidence to demonstrate compliance with any remediation measures, shall be
provided to the City of Bakersfield Planning Division prior to the issuance of the first
grading and/or building permits. Project construction activities (unrelated to
Less than
significant
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remediation activities) and site occupancy will not be permitted if it is determined the
site is contaminated until the Environmental Services Division determines the site has
been safely remediated and is suitable for construction and operation activities to
commence.
(a) Soil Sampling in Area with Discolored Soils. The study shall collect soil
samples in the vicinity of potentially affected soil (discolored soil near the
drainage basin at the south-central portion of the site) and analyze the samples to
evaluate if illegal dumping activities have affected soils in the area. If hazardous
materials are discovered in the soils, the study shall provide recommendations on
the steps required for proper treatment and/or removal and disposal of
contaminated soil to the satisfaction of the City of Bakersfield Fire Department
Environmental Services Division.
(b) Soil Sampling for Lead and Asbestos. The study shall collect soil samples near
the foundation (in the southern portion of the site) and analyze them for lead and
asbestos to evaluate if demolition activities have potentially affected the soils in
the area. Concurrent with sample collection mentioned above, soil samples shall
also be collected in the vicinity of the former dwelling-sized structures near the
northeastern corner and the east-central portion of the site and analyzed for lead
and asbestos to evaluate if demolition activities have potentially affected the soils
in the area. If hazardous materials are discovered in the sampled soils, the study
shall provide recommendations on the steps required for proper treatment and/or
removal and disposal of contaminated soil to the satisfaction of the City of
Bakersfield Fire Department Environmental Services Division.
(c) Soil Sampling for Agricultural Pesticides. The study shall collect soil samples
across the site and analyze them for organochlorine pesticides, arsenic, and lead.
If hazardous materials are discovered in the soils, the qualified hazardous
materials professional shall provide recommendations on the steps required for
proper treatment and/or removal and disposal of contaminated soil to the
satisfaction of the City of Bakersfield Fire Department Environmental Services
Division.
MM HAZ-2. The project shall continuously comply with the following best
management practices during all construction activities and operations of the project:
(a) Discovery of Asbestos. In the event that suspect asbestos-containing materials
are uncovered during project construction, work at the project sites shall
immediately halt and a qualified hazardous materials professional shall be
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contacted and brought to the project sites to make a proper assessment of the
suspect materials. All potentially friable asbestos-containing materials shall be
removed in accordance with federal, State, and local laws and the National
Emissions Standards for Hazardous Air Pollutants guidelines prior to ground
disturbance that may disturb such materials.
(b) Discovery of Oil Wells. In the event that abandoned or unrecorded wells or
above-ground fuel storage tanks are uncovered or damaged during excavation or
grading activities, all work shall cease in the vicinity of the well or above-ground
fuel storage tanks, and the California Department of Conservation, Division of
Oil, Gas, and Geothermal Resources, shall be contacted for requirements and
approval; copies of said approvals shall be submitted to the City of Bakersfield.
The California Department of Conservation, Division of Oil, Gas, and
Geothermal Resources, may determine that remedial plugging operations may be
required.
Impact HAZ-3. The proposed
project is not located on a site that
is included on a list of hazardous
materials sites compiled pursuant
to Government Code Section
65962.5 and, as a result, would not
create a significant hazard to the
public or the environment.
No impact No mitigation required No impact
Impact HAZ-4. The proposed
project would be located within the
vicinity of a private airstrip and
would not result in a safety hazard
for people residing or working in
the project area.
Less than
significant
No mitigation required Less than
significant
Impact HAZ-5. The proposed
project would not impair
implementation of or physically
interfere with an adopted
emergency response plan or
emergency evacuation plan.
Less than
significant
No mitigation required Less than
significant
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HYDROLOGY AND WATER QUALITY
Impact WQ-1. The proposed
project would violate water quality
standards or waste discharge
requirements.
Potentially
significant
MM WQ-1. Prior to the issuance of grading permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
(a) Stormwater Management and Design. The project proponent shall coordinate
with the City of Bakersfield Public Works Department to design the project to
ensure that all project runoff can be accommodated by the receiving stormwater
system. Design elements shall include, if needed, onsite stormwater management
measures, such as onsite detention or selected upgrades to the receiving system.
Onsite stormwater management facilities shall be designed and constructed to
capture runoff and provide treatment before discharge of pollutant-generating
surfaces, including parking areas and buildings and in compliance with City of
Bakersfield design standards.
Less than
significant
Impact WQ-2. The proposed
project would substantially deplete
groundwater supplies or interfere
substantially with groundwater
recharge, resulting in a net deficit
in aquifer volume or a lowering of
the local groundwater table level
(e.g., the production rate of pre-
existing nearby wells would drop
to a level that would not support
existing land uses or planned uses
for which permits have been
granted).
Potentially
significant
MM WQ-2. Prior to the issuance of building permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate that the
project has been designed in compliance with the following:
(a) Water-Efficient Fixtures (Outdoor). The project shall use water-efficient
fixtures and recirculated or recycled water (where available) and water-efficient
irrigation systems with rain detection/soil moisture–sensing devices. Water
features such as outdoor fountains, if used, shall be designed to minimize water
loss from overspill, evaporation, and percolation and shall be recirculated.
(b) Water-Efficient Fixtures (Indoor). The project shall use water-efficient fixtures
including showerheads with 1.5 gallons per minute or better, toilets with 1.28
gallons per flush or better, urinals with 0.5 gallon per flush or better, and lavatory
faucets with 0.8 gallon per minute or better. Toilets should also use dual-flush.
No single-pass cooling systems shall be installed. Additionally, the project
proponent shall incorporate the use of water recycling or reuse measures (gray
water and process recycling systems) in suitable indoor applications wherever
feasible. Feasibility that relies on cost shall be demonstrated with a complete
budget to be considered a cause for infeasibility.
(c) Drought-Tolerant Landscaping. All landscaping shall be drought-tolerant (i.e.,
low-water demand) and native/adapted/non-invasive plant species in accordance
with the appropriate climate zone such as described in the New Sunset Western
Garden Book, and shall be subject to approval by the City of Bakersfield.
Less than
significant
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WQ-3. Water Supply Alternatives. Prior to issuance of grading/building permits,
the project proponent will (1) achieve annexation of the remaining portion of the site
to the Greenfield County Water District; and (2) surrender Overlying Groundwater
Rights as a part of the annexation process. If annexation cannot be achieved, the
project proponent shall demonstrate an alternative supply of water sufficient to serve
the life of project, with the alternative means to be approved by the City of
Bakersfield and the water supplier.
Impact WQ-3. The proposed
project would not substantially
alter the existing drainage pattern
of the site or area, including
through the alteration of the course
of a stream or river, in a manner
that would result in substantial
erosion or siltation onsite or offsite.
Less than
significant
No mitigation required Less than
significant
Impact WQ-4. The proposed
project would not substantially
alter the existing drainage pattern
of the site or area, including
through the alteration of the course
of a stream or river, or substantially
increase the rate or amount of
surface runoff in a manner that
would result in flooding onsite or
offsite.
Less than
significant
No mitigation required Less than
significant
Impact WQ-5. The proposed
project would not create or
contribute runoff water that would
exceed the capacity of existing or
planned stormwater drainage
systems or provide substantial
additional sources of polluted
runoff.
Less than
significant
No mitigation required Less than
significant
Impact WQ-6. The proposed
project would not otherwise
Less than No mitigation required Less than
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substantially degrade water quality. significant significant
Impact WQ-7. The proposed
project would not expose people or
structures to a significant risk of
loss, injury, or death involving
flooding, including flooding as a
result of the failure of a levee or
dam.
Less than
significant
No mitigation required Less than
significant
LAND USE AND PLANNING
Impact LUP-1. The proposed
project would not conflict with an
applicable land use plan, policy, or
regulation of an agency with
jurisdiction over the project
(including, but not limited to, a
general plan, specific plan, local
coastal program, or zoning
ordinance) adopted for the purpose
of avoiding or mitigating an
environmental effect.
Less than
significant
No mitigation required Less than
significant
Impact LUP-2. The proposed
project would not conflict with any
applicable habitat conservation
plan or natural community
conservation plan.
Potentially
significant
Mitigation Measures MM BIO-1 through MM BIO-2 Less than
significant
NOISE
Impact NOI-1. The proposed
project would expose persons to or
generate noise levels in excess of
standards established in a local
general plan or noise ordinance or
applicable standards of other
agencies.
Potentially
significant
MM NOI-1. The project shall continuously comply with the following best
management practices during all construction activities and operations of the project:
(a) Limit Construction Hours. No construction activity (including the
transportation or delivery of any materials, tools, equipment, or personnel to or
from the project site, or the loading or unloading of such materials, tools,
equipment, or personnel) within 1,000 feet of a residence shall take place outside
of the City’s permitted hours of 6 a.m. to 9 p.m. on weekdays and 8 a.m. to 9
Less than
significant
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p.m. on weekends. In addition, all construction equipment shall be equipped with
adequate mufflers and be properly maintained.
(b) Operational Noise. The project shall be designed to limit the amount of offsite
noise generated from future commercial uses to ensure that impacts on any
neighboring single-family zoned properties are reduced to below the noise
thresholds established by the Metropolitan Bakersfield General Plan.
Impact NOI-2. The proposed
project would not expose persons
to or generate excessive
groundborne vibration or
groundborne noise levels.
Less than
significant
No mitigation required Less than
significant
Impact NOI-3. The proposed
project would result in a substantial
permanent increase in ambient
noise levels in the project vicinity
above levels existing without the
project.
Less than
significant
No mitigation required Less than
significant
Impact NOI-4. The proposed
project would not result in a
substantial temporary or periodic
increase in ambient noise levels in
the project vicinity above levels
existing without the project.
Less than
significant
No mitigation required Less than
significant
Impact NOI-5. The proposed
project would not be located in the
vicinity of a private airstrip and
expose people residing or working
in the project area to excessive
noise levels.
Less than
significant
No mitigation required Less than
significant
PUBLIC SERVICES AND UTILITIES
Impact PS-1. The proposed project
would not result in substantial
adverse physical impacts
Potentially
significant
MM PS-1: Adequate Fire Flows. Before start of construction, a fire flow test shall
be required to demonstrate availability of 2,000 gallons of water per minute at 20
pounds per square inch over a 4-hour period. No mitigation is required.
Less than
significant
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associated with the provision of
new or physically altered fire
protection facilities or a need for
new or physically altered fire
protection facilities, the
construction of which could cause
significant environmental impacts,
to maintain acceptable service
ratios, response times, or other
performance objectives for fire
protection services.
Impact PS-2. The proposed project
would not result in substantial
adverse physical impacts
associated with the provision of
new or physically altered police
protection facilities or a need for
new or physically altered police
protection facilities, the
construction of which could cause
significant environmental impacts,
to maintain acceptable service
ratios, response times, or other
performance objectives for police
protection services.
Less than
significant
No mitigation required Less than
significant
Impact U-1. The proposed project
would not exceed wastewater
treatment requirements of the
applicable Regional Water Quality
Control Board.
Less than
significant
No mitigation required Less than
significant
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Impact U-2. The proposed project
would not require or result in the
construction of new water or
wastewater treatment facilities or
expansion of existing facilities, the
construction of which could cause
significant environmental effects.
Potentially
significant
MM U-1. Sewer Capacity. Prior to the issuance of building permits for the first
phase of development, or along with submittal of a tentative subdivision map,
whichever occurs first, the project proponent shall submit a comprehensive Sewer
Study to the City Engineer to determine and verify sufficient sewer capacities
downstream of the project. The developer shall construct additional sewer
infrastructure to accommodate sewer capacities as identified in the Sewer Study to
the satisfaction of the City Engineer.
Less than
significant
Impact U-3. The proposed project
would not require or result in the
construction of new stormwater
drainage facilities or expansion of
existing facilities, the construction
of which could cause significant
environmental effects.
Less than
significant
No mitigation required Less than
significant
Impact U-4. The proposed project
would have sufficient water
supplies available to serve the
project from new or expanded
entitlements.
Potentially
significant
Mitigation Measures MM WQ-2 and MM WQ-3 Less than
significant
Impact U-5. The proposed project
would not result in a determination
by the wastewater treatment
provider that serves or may serve
the project that it has inadequate
capacity to serve the project’s
projected demand in addition to the
provider’s existing commitments.
Less than
significant
No mitigation required Less than
significant
Impact U-6. The project would not
be served by a landfill with
insufficient permitted capacity to
accommodate the project’s solid
waste disposal needs.
Potentially
significant
MM U-2. Waste Management Plan. Prior to the issuance of building permits, the
project proponent shall submit a waste management plan to the City of Bakersfield to
demonstrate how the project will comply with Assembly Bill 939 and achieve 50% or
greater diversion rate for both construction and operational solid waste. In addition,
the project shall institute onsite recycling and composting services to reduce offsite,
waste-related emissions associated with the proposed project as identified under MM
GHG-1.
Less than
significant
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Impact U-7. The proposed project
would not fail to comply with
federal, state, and local statutes and
regulations related to solid waste.
Potentially
significant
Mitigation Measure MM U-2 and GHG-1 Less than
significant
Impact U-8. The proposed project
would not result in the wasteful,
inefficient, and unnecessary
consumption of energy.
Potentially
significant
Mitigation Measure MM GHG-1 Less than
significant
TRANSPORTATION AND TRAFFIC
Impact TR-1. The proposed project
would not conflict with an
applicable plan, ordinance, or
policy establishing measures of
effectiveness for the performance
of the circulation system, taking
into account all modes of
transportation, including mass
transit and non‐motorized travel
and relevant components of the
circulation system, including, but
not limited to, intersections, streets,
highways and freeways, pedestrian
and bicycle paths, and mass transit.
Potentially
significant
MM TR-1. Prior to the issuance of grading permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
(a) Develop and Implement a Traffic Control Plan. The project proponent shall
develop a Construction Traffic Control Plan in accordance with the policies of
the City of Bakersfield Public Works Department. The purpose of the Plan is to
mitigate construction-related traffic impacts throughout the course of project
construction. The Plan may include, but is not limited to, the following elements:
(i) Plan for communicating construction plans with transit providers,
emergency service providers, residences, and businesses in the project
vicinity that may be affected by project construction.
(ii) Identification of roadway segments or intersections that exceed or are
approaching the standard of Level of Service C, and provisions for
construction-generated traffic to avoid these locations at the peak periods,
either by traveling different routes or by traveling at non-peak times of day.
(iii) Access and circulation plan for use by emergency vehicles when lane
closures adjacent to the site are in effect, including provisions for advance
notice to local fire and police departments to ensure that alternative
evacuation and emergency routes are designed to maintain response times.
(iv) Plan for maintaining access to existing residences on the east side of South
H Street during construction activities.
(v) Provision for adequate parking for construction worker vehicles,
construction trucks, and equipment within the designated staging areas
throughout the construction period.
Significant
and
unavoidable
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(vi) Plan for maintaining pedestrian and bicycle access and circulation during
project construction, where safe to do so.
(vii) Provisions for traffic controls on roadways adjacent to the project, if
needed during lane closures or major construction activities which affect
road right-of-way. Provisions could include flag persons wearing bright
orange or red vests and using a Stop/Slow paddle to control oncoming
traffic; posting of construction warning signs in accordance with local
standards or those set forth in the Manual on Uniform Traffic Control
Devices (Federal Highway Administration 2001) in advance of the
construction area and at any intersection that provides access to the
construction area.
(viii) Written notification provided to contractors regarding appropriate routes to
and from the construction site, and the weight and speed limits on local
roads used to access the construction site.
(ix) Provisions for signs to be posted at all active construction areas giving the
name and telephone number or e-mail address of the City staff person
designated to receive complaints regarding construction traffic.
MM TR-2: Phase I Traffic Improvements. Prior to the issuance of building permits
for the first phase of project development (Phase I), the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate that
each of the improvements listed below has been designed in accordance with City
Standards and will be constructed prior to Opening Day for Phase I or provide its
percent share of the local mitigation transportation fee and/or the Regional
Transportation Impact Fee (RTIF). All mitigation will be implemented prior to the
impact occurring, pursuant to the mitigation fee programs, and the project proponent
shall obtain all necessary encroachment permits prior to construction activities.
(a) Construct improvements at the intersection of Colony Street/Berkshire Road (ID
33) by adding one northbound through lane and one southbound through lane.
(b) Construct improvements at the intersection of South Union Avenue/ Berkshire
Road (ID 36) by installing a traffic signal and adding one eastbound left-turn
lane, one eastbound through lane, one eastbound right-turn lane, one westbound
left-turn lane, one westbound through lane, one westbound right-turn lane, one
northbound left-turn lane, two northbound through lanes, one northbound right-
turn lane, one southbound left-turn lane, two southbound through lanes, and one
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southbound right-turn lane.
(c) Construct improvements at the intersection of South H Street/Hosking Avenue
(ID 46) by adding one eastbound left-turn lane, one eastbound through lane, one
eastbound right-turn lane, one westbound left-turn lane, one westbound through
lane, one northbound through lane, one northbound right-turn lane, one
southbound through lane, and one southbound right-turn lane.
(d) Construct improvements to widen Hosking Avenue, between State Route (SR)
99 and South H Street, by adding four lanes and a median.
(e) Pay the RTIF to construct improvements and install a traffic signal at the
intersection of Golden Gate Drive/Panama Lane (ID 17).
(f) Pay a 13% share of local mitigation transportation fee to construct improvements
at the intersection of Monitor Street/Panama Lane (ID 25), which will include the
addition of two northbound through lanes and two southbound through lanes.
(g) Pay the RTIF to construct improvements at Cottonwood Road/Panama Lane (ID
28), which will include installation of a traffic signal and the addition of two
eastbound left-turn lanes, two eastbound through lanes, one eastbound right-turn
lane, two westbound left-turn lanes, two west-bound through lanes, one
westbound right-turn lane, two northbound left-turn lanes, one northbound
through lane, one northbound right-turn lane, two southbound left-turn lanes, one
southbound through lane, and one southbound right-turn lane.
(h) Pay the RTIF to construct improvements at the intersection of Ashe
Road/McCutchen Road (ID 38), which will include installation of a traffic signal
and the addition of two eastbound left-turn lanes, one eastbound through lane,
one eastbound right-turn lane, two westbound left-turn lanes, one westbound
through lane, one westbound right-turn lane, two northbound left-turn lanes, two
northbound through lanes, one northbound right-turn lane, two southbound left-
turn lanes, two southbound through lanes, and one southbound right-turn lane.
(i) Pay the RTIF to construct improvements at the intersection of Mountain Ridge
Drive/McCutchen Road (ID 39), which will include installation of a traffic signal
and the addition of one eastbound left-turn lane, two eastbound through lanes,
one westbound left-turn lane, two westbound through lanes, two northbound left-
turn lanes, one northbound right-turn lane, two southbound left-turn lanes, and
one southbound right-turn lane.
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(j) Pay the RTIF and a 6.96% share of local mitigation transportation fee to
construct improvements at the intersection of Cottonwood Road/Hosking Avenue
(ID 49), which will include the addition of one eastbound right-turn lane.
(k) Pay the RTIF to construct improvements at the intersection of South H
Street/McKee Road (ID 53), which will include the addition of one northbound
through lane and one southbound through lane.
(l) Pay the RTIF to construct improvements at the intersection of South Union
Avenue/McKee Road (ID 54), which will include installation of a traffic signal
and the addition of one eastbound left-turn lane, one eastbound right-turn lane,
one westbound left-turn lane, one westbound right-turn lane, one northbound
left-turn lane, one northbound through lane, one northbound right-turn lane, one
southbound left-turn lane, one southbound through lane, and one southbound
right-turn lane.
(m) Pay the RTIF to construct improvements at the intersection of Akers Road/Taft
Highway (ID 56), which will include installation of a traffic signal and the
addition of one eastbound left-turn lane, one eastbound right-turn lane, one
westbound left-turn lane, one westbound right-turn lane, one northbound right-
turn lane, and one southbound right-turn lane.
(n) Pay the RTIF and a 7.2% share of local mitigation transportation fee to construct
improvements at the intersection of Hughes Lane/Taft Highway (ID 58), which
will include installation of a traffic signal and the addition of one eastbound left-
turn lane, one eastbound right-turn lane, one westbound left-turn lane, one
westbound right-turn lane, one northbound right-turn lane, and one southbound
right turn lane.
(o) Pay the RTIF and a 3.4% share of local mitigation transportation fee to construct
improvements at the intersection of Shannon Drive/Taft Highway (ID 61), which
will include installation of a traffic signal and the addition of one eastbound left-
turn lane, one eastbound through lane, one eastbound right-turn lane, one
westbound left-turn lane, one westbound through lane, one westbound right-turn
lane, one northbound through lane, one northbound right-turn lane, and one
southbound right-turn lane.
(p) Pay the RTIF to construct improvements at the intersection of Cottonwood
Road/Taft Highway (SR 119) (ID 63), which will include the addition of one
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eastbound left-turn lane and one eastbound right-turn lane.
(q) Pay the RTIF to construct improvements at the intersection of Ashe Road/Taft
Highway (SR 119) (ID 74), which will include the addition of one eastbound
through lane, one eastbound right-turn lane, one westbound through lane, one
westbound right-turn lane, one northbound left-turn lane, one northbound right-
turn lane, and one southbound left-turn lane.
(r) Pay the RTIF and a 2.08% share of local mitigation transportation fee to
construct improvements at the intersection of Gosford Road/Panama Lane (ID
87), which will include the addition of one eastbound through lane, one
eastbound right-turn lane, one westbound through lane, two northbound left-turn
lanes, one northbound through lane, one northbound right-turn lane, one
southbound left-turn lane, and one southbound through lane.
(s) Pay the RTIF to widen Taft Highway (SR 119) between Wible Road and South
H Street by two additional lanes.
(t) Pay the RTIF to widen Taft Highway (SR 119) between South H Street and
Chevalier Road by two additional lanes.
MM TR-3: Phase II Traffic Improvements. Prior to the issuance of building
permits for the second phase of project development (Phase II), the project proponent
shall provide evidence to the City of Bakersfield Planning Division to demonstrate
that each of the improvements listed below has been designed in accordance with
City Standards and will be constructed prior to Opening Day for Phase II (anticipated
to be Year 2020, but actual year subject to market conditions) or provide its percent
share of the local mitigation transportation fee and/or the Regional Transportation
Impact Fee (RTIF). All mitigation will be implemented prior to the impact occurring,
pursuant to the mitigation fee programs and the project proponent shall obtain all
necessary encroachment permits prior to construction activities.
(a) Pay the RTIF and a 7.61% share of local mitigation transportation fee to
construct improvements at the intersection of South Union Avenue/White Lane
(ID 8), which would include the addition of one eastbound left-turn lane, one
eastbound through lane, one westbound left-turn lane, one northbound right-turn
lane, and one southbound right-turn lane.
(b) Pay the RTIF to construct improvements at the intersection of Golden Gate
Drive/Panama Lane (ID 17), which would include the addition of one eastbound
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left-turn lane, one eastbound through lane, one eastbound right-turn lane, two
westbound left-turn lanes, one northbound through lane, and one southbound
left-turn lane.
(c) Pay the RTIF to construct improvements at the intersection of South Union
Avenue/Panama Lane (ID 26), which would include the addition of one
eastbound left-turn lane, two eastbound through lanes, one westbound left-turn
lane, one westbound through lane, one westbound right-turn lane, one
northbound left-turn lane, one southbound left-turn lane, and one southbound
right-turn lane.
(d) Pay the RTIF to construct improvements at the intersection of Stine
Road/Hosking Avenue (ID 40), which would include the addition of one
eastbound left-turn lane, one eastbound through lane, one eastbound right-turn
lane, one westbound left-turn lane, one westbound through lane, and one
westbound right-turn lane.
(e) Pay the RTIF to construct improvements at the intersection of Hughes
Lane/Hosking Avenue (ID 43), which would include the installation of a traffic
signal and the addition of two eastbound through lanes, one westbound left-turn
lane, two westbound through lanes and one northbound left-turn lane.
(f) Pay the RTIF to construct improvements at the intersection of Akers Road/Taft
Highway (ID 56), which would include the addition of one eastbound through
lane and one westbound through lane.
(g) Pay the RTIF to Widen Hosking Avenue between Wible Road and State Route
99, which will add two lanes.
(h) Pay the RTIF to Widen Panama Road between Chevalier Road and Cottonwood
Road, which will add two lanes.
Impact TR-2: The project would
not conflict with an applicable
congestion management program,
including, but not limited to,
level‐of‐service standards and
travel demand measures or other
standards established by the county
congestion management agency for
Less than
significant
No mitigation required Less than
significant
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designated roads or highways.
Impact TR-3: The project would
not substantially increase hazards
because of a design feature (e.g.,
sharp curves or dangerous
intersections) or incompatible uses
(e.g., farm equipment).
Potentially
significant
Mitigation Measure MM TR-1 Less than
significant
Impact TR-4: The proposed project
would not result in inadequate
emergency access.
Potentially
significant
Mitigation Measure MM TR-1, TR-2, and TR-3 Less than
significant
Impact TR-5: The proposed project
would not conflict with adopted
policies, plans, or programs
regarding public transit, bicycle or
pedestrian facilities, or otherwise
decrease the performance or safety
of such facilities.
Less than
significant
No mitigation required Less than
significant
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Chapter 2
Introduction and Overview
2.1 Intent of the California Environmental Quality
Act
The California Environmental Quality Act (CEQA), Public Resources Code §
21000 et seq., was enacted in 1970 by California State Legislature. The intent of
CEQA includes the following:
Inform governmental decision makers and the public about the potential,
significant environmental effects of proposed activities.
Identify the ways that environmental damage can be avoided or significantly
reduced.
Prevent significant, avoidable damage to the environment by requiring
changes in projects through the use of alternatives or mitigation measures
when the governmental agency finds the changes to be feasible.
Disclose to the public the reasons why a governmental agency approved the
project in the manner the agency chose if significant environmental effects
are involved.
2.2 Purpose of this Draft Environmental Impact
Report
An Environmental Impact Report (EIR) is the public document used by a
governmental agency to analyze the significant environmental effects of a
proposed project, to identify alternatives, and to disclose possible ways to reduce
or avoid the possible environmental damage. An EIR is prepared when the public
agency finds substantial evidence that the project may have a significant effect on
the environment. This Draft Environmental Impact Report (DEIR) was prepared
to evaluate the potential environmental impacts associated with the State Route
(SR) 99/Hosking Commercial Center Project (GPA/ZC 13-0417) (proposed
project). This report also identifies mitigation measures and alternatives to the
proposed project that may reduce or eliminate significant impacts. This DEIR has
been prepared pursuant to CEQA, Public Resources Code § 21000 et seq.,
Guidelines (California Code of Regulations, Title 14, Chapter 3, § 15000 et seq.)
and the City of Bakersfield CEQA Implementation Procedures (1998).
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All discretionary projects within the State of California are required to undergo
environmental review in accordance with CEQA to determine whether the
project would result in any environmental impacts. A project requires
environmental review pursuant to CEQA if the whole of its action has the
potential to result in either a direct physical change to the environment or a
reasonably foreseeable indirect physical change in the environment. More
specifically, a project requires environmental review if it incorporates a decision-
making action undertaken by a public agency; is an activity that is supported in
whole or in part through public agency contracts, grants, subsidies, etc.; or, as is
the case for the proposed project, is an activity requiring a public agency to issue
a lease, permit, license, certificate, or other entitlement.
Based on the above requirements of CEQA, the City of Bakersfield (City) is
required to conduct an environmental review of the proposed project and to
consider its potential environmental impacts before making a decision on the
proposed project. In accordance with CEQA, the City is the lead agency for the
preparation of this DEIR, and the City will be taking primary responsibility for
conducting the environmental review and certifying this DEIR.
2.2.1 Issues to Be Resolved
Section 15123(b)(3) of the State CEQA Guidelines requires an EIR to discuss all
project-related environmental issues as well as the choices among alternatives
and mitigation measures. The major issues to be resolved by the lead agency
include the following:
Does the EIR adequately describe the environmental impacts of the project?
Should the recommended mitigation measures be adopted or modified?
Do additional mitigation measures need to be developed?
2.3 Scope of this DEIR
This DEIR addresses the potential environmental impacts of the proposed
project, the scope of which is based on the results of an Initial Study (IS) that was
prepared in accordance with the CEQA Checklist, as well as input from the
public and affected agencies. The scope of the DEIR was established using all of
the tools required and recommended by CEQA.
In accordance with Section 15063 of the State CEQA Guidelines, a Notice of
Preparation (NOP) was prepared and distributed to responsible and affected
agencies and other interested parties for a 30-day public review. The public
review period for the NOP began on November 5, 2014, and ended on December
4, 2014. The NOP was also posted in the Kern County Clerk’s office for 30 days,
and sent to the State Clearinghouse at the Governor’s Office of Planning and
Research to solicit statewide agency participation in determining the scope of this
DEIR. A public scoping meeting was held on November 18, 2014, at the City of
Bakersfield Community Development Department Conference Room, 2nd Floor,
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located at 1715 Chester Avenue, Bakersfield, California, from 2 p.m. to 3 p.m.
During the 30-day public review period, written comment letters were received
regarding the proposed project. Copies of the NOP, IS, and comments received
during the review period are included in Appendix A.
Based on the findings of the IS and NOP, a determination was made that an EIR
would be required to address certain potentially significant environmental
impacts of the proposed project. Environmental issues that were determined to
have a less-than-significant impact or no impact do not require further evaluation
and, therefore, are not discussed in this DEIR. The issues for which the project
was found to have no impacts or less-than-significant impacts, and the reasons
for the determination of significance, are provided in the IS and NOP in
Appendix A.
The following potentially significant impacts were identified during the scoping
process as potential areas of controversy and are addressed in this DEIR:
Aesthetics and Urban Decay
Air Quality
Biological Resources
Cultural Resources
Geology and Soils
Hazards and Hazardous Materials
Hydrology and Water Quality
Land Use and Planning
Noise
Public Services and Utilities
Transportation and Traffic
Chapter 3 of this DEIR is divided into sections for each of the issues listed above
and includes a detailed discussion of the associated impacts. Mitigation measures
to reduce impacts to a less-than-significant level are identified when significant
impacts have the potential to occur.
2.4 Required DEIR Contents
In addition to the environmental issues identified above, this DEIR includes all of
the sections required by CEQA. Table 2-1 contains a list of sections required
under CEQA, along with a reference to the chapter in which they can be found in
this document.
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Table 2-1. Required EIR Contents
Requirement/CEQA Section Location in this DEIR
Table of contents (§ 15122) Table of Contents
Summary (§ 15123) Chapter 1
Project description (§ 15124) Chapter 3
Significant environmental impacts (§ 15126.2) Chapter 1 and Sections
4.1–4.12
Environmental setting (§ 15125) Chapter 3 and Sections
4.1–4.12
Mitigation measures (§ 15126.4) Chapter 1 and Sections
4.1–4.12
Cumulative impacts (§ 15130) Chapter 1 and Sections
4.1–4.12
Alternatives to the proposed project (§ 15126.6) Chapter 5
Growth-inducing impacts (§ 15126.2) Chapter 6
Effects found not to be significant (§ 15128) Chapter 1, Sections 4.1–
4.12, Chapter 6,
Appendix A
Unavoidable significant environmental impacts
(§ 15126.2)
Chapter 1, Sections 4.1–
4.12, Chapter 6
Organizations and persons consulted (§ 15129) Chapter 8
List of preparers (§ 15129) Chapter 9
2.5 Organization and Contents of this DEIR
The content and organization of this DEIR are designed to meet the current
requirements of the CEQA Statutes and the CEQA Guidelines. The DEIR is
organized as described below.
Chapter 1, Executive Summary, presents a summary of the proposed project
and alternatives, potential impacts and mitigation measures, and impact
conclusions regarding growth inducement and cumulative impacts.
Chapter 2, Introduction and Overview, describes the purpose and overview of
the EIR process and the scope of this DEIR. It also outlines required EIR
contents and the organization of this DEIR.
Chapter 3, Project Description and Environmental Setting, describes the
project location, project details, and the City’s objectives for the proposed
project.
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Chapter 4, Impact Analysis and Mitigation Measures, describes existing
conditions for each environmental issue before project implementation, as well as
methods and assumptions used in the impact analysis, regulatory setting, criteria
for determining significance, impacts that would result from the proposed
project, and applicable mitigation measures that would eliminate or reduce
significant impacts.
Chapter 5, Alternatives Analysis, evaluates the environmental impacts of project
alternatives, including two no-project alternatives. It also identifies the
environmentally superior project alternative.
Chapter 6, Consequences of Project Implementation, includes a brief
description of effects found not to be significant or found to be less than
significant in the IS/NOP, a discussion of the direct and indirect growth-inducing
impacts that could be caused by the proposed project, and a discussion of
significant adverse irreversible commitments of resources caused by the
proposed project.
Chapter 7, Response to Comments, will include the public and agency
comments on the public DEIR and the responses to those comments from the
Lead Agency. Note, this chapter is prepared after the public DEIR is circulated
for public review and is part of the Final Environmental Impact Report (FEIR).
Chapter 8, Organizations and Persons Consulted, lists the agencies,
organizations, and individuals consulted during preparation of the DEIR.
Chapter 9, List of Preparers, lists the individuals involved in preparing this
DEIR.
Chapter 10, Bibliography, identifies the documents (printed references) and
individuals (personal communications) consulted during preparation of this
DEIR. This chapter includes agencies and people consulted to ascertain
information for the environmental conditions and impact analysis.
Chapter 11, Acronyms and Abbreviations, lists all acronyms and abbreviations
mentioned throughout the DEIR with corresponding definitions.
Appendices provide information and technical studies that support the
environmental analysis contained within this document. The following technical
appendices are included:
Appendix A, Notice of Preparation/Initial Study and Comments Received
during Scoping
Appendix B, Biological Resources Evaluation
Appendix C, Voluntary Emissions Reduction Agreement
Appendix D, Water Supply Assessment
Appendix E, Bakersfield Gateway Urban Decay Analysis
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Appendix F, Air Quality Impact Analysis
Appendix G, Cultural Resources Report and Addendum
Appendix H, Geologic Hazards Investigation
Appendix I, Phase I Environmental Site Assessment
Appendix J, Environmental Noise Assessment
Appendix K, Traffic Study
2.6 Availability of this DEIR
The DEIR for the proposed project is being circulated to the public and agencies
for review and comment. One of the primary objectives of CEQA is to enhance
public participation in the planning process and to gather input as to the
important environmental issues to be analyzed in the EIR. Therefore, public
involvement is considered an essential feature of CEQA, and community
members are encouraged to participate in the environmental review process.
A 45-day review period has been established in accordance with Section 15087
of the State CEQA Guidelines. During the 45-day public review period, which
began on June 22, 2015, and will end on August 6, 2015, the DEIR will be
available for general public review at:
City of Bakersfield
Community Development Department—Planning Division
1715 Chester Avenue
Bakersfield, CA 93301
Kern County Library–Beale Memorial Library
701 Truxtun Avenue
Bakersfield, CA 93301
Kern County Library–Eleanor Wilson Branch
1901 Wilson Avenue
Bakersfield, CA 93307
Kern County Law Library
1415 Truxtun Avenue, Room 301
Bakersfield, CA 93301
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Supporting documents not included in the DEIR are available for general public
review at the City’s Community Development Department, 1715 Chester
Avenue, Bakersfield, California, 2nd Floor. The DEIR will also be available for
general public review on the City’s website: http://www.bakersfieldcity.us.
Interested parties may provide written comments on the DEIR that must be
received by 5 p.m. on August 6, 2015. Please address comments to:
Cecelia Griego, Associate Planner II
Community Development Department
Planning Division
City of Bakersfield
1715 Chester Avenue
Bakersfield, CA 93301
Fax: (661) 852-2136
Upon completion of the 45-day public review period, written responses to all
comments on environmental issues discussed in the DEIR will be prepared and
incorporated into the FEIR. Within the 45-day public review period, the City
Planning Commission will hold an EIR Adequacy Hearing to receive public
comments on the DEIR, which is tentatively scheduled for July 16, 2015 at 5:30
p.m.; written responses to comments received during the hearing will also be
prepared and incorporated into the FEIR. A public meeting will also be held
before the Planning Commission to consider a recommendation for the City
Council to certify the FEIR along with consideration of approval of the proposed
project. The City Council has final authority over certification of the FEIR and
project decisions.
Written responses to comments received from any state agencies will be made
available to these agencies at least 10 days before the board meeting at which the
certification of the FEIR will be considered. These comments, and their
responses, will be included in the FEIR for consideration by the City as well as
any other decision makers.
2.7 Incorporation by Reference
In accordance with Section 15150 of the State CEQA Guidelines, to reduce the
size of the report, the following documents are hereby incorporated by reference
into this EIR and available for public review at the City’s Community
Development Department. A brief synopsis of the scope and content of these
documents is provided below.
Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan (MBGP) (City of Bakersfield 2002)
is a policy document with land use maps and related information. It is designed
to give long-range guidance to City staff and officials who make decisions that
affect growth and resources in the metropolitan Bakersfield planning area. This
document, adopted on December 11, 2002, and last amended on May 23, 2012,
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helps to ensure that day-to-day decisions conform to the long-range program—
which was designed to protect and further the public interest as it relates to the
City’s growth and development—and mitigate environmental impacts. The
general plan also serves as a guide to the private sector regarding the economy so
that development initiatives conform to the City’s public plans, objectives, and
policies.
City of Bakersfield Housing Element
Ensuring the provision of adequate and affordable housing is important to the
City’s continued economic prosperity and livability. The City’s current Housing
Element, City of Bakersfield General Plan ~ Final Housing Element, adopted in
February 2009 and certified in April 2009, provides an understanding of the
existing and projected housing needs within the community and sets forth
policies and schedules that promote preservation, improvement, and development
of diverse types and costs of housing throughout the City. The housing element
must maintain consistency with the other elements of the Metropolitan
Bakersfield General Plan (City of Bakersfield 2002). An update to the 2009
Housing Element is underway.
City of Bakersfield Municipal Code – Zoning Ordinance
According to Chapter 17.02.030, Purpose, of the City of Bakersfield Zoning
Ordinance, Title 17 was adopted to implement the goals and policies of the
general plan of the city which serve to promote and protect the public health,
safety, peace, morals, comfort, convenience and general welfare. The specific
purposes of this title are listed below.
To assist in providing a definite plan of development for the city and to
guide, control and regulate the future growth of the city in accordance with
said plan [MBGP]; and
To protect the established character and the social and economic stability of
agricultural, residential, commercial, industrial and other areas within the
city, and to assure the orderly and beneficial development of such areas..
2014 Regional Transportation Plan
The latest regional transportation plan (RTP) was adopted in 2014 and amended
in 2008. Destination 2030 is a 26-year regional transportation plan that
establishes a set of regional transportation goals, objectives, policies, and actions
to guide development of planned multimodal transportation systems in Kern
County (Kern Council of Governments 2014). It was developed through a
continuing, comprehensive, and cooperative planning process and provides for
effective coordination between local, regional, State, and Federal agencies. New
to the 2014 RTP, California’s Sustainable Communities and Climate Protection
Act, or Senate Bill (SB) 375, calls for the Kern RTP to include a Sustainable
Communities Strategy (SCS) that reduces greenhouse gas emissions from
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passenger vehicles and light-duty trucks by 5 percent per capita by 2020 and 10
percent per capita by 2035 as compared to 2005. In addition, SB 375 provides for
closer integration of the RTP/SCS with the Regional Housing Needs Allocation
(RHNA), ensuring consistency between low-income housing need and
transportation planning. The 2014 RTP exceeds SB 375 reduction targets for the
region and is consistent with the RHNA. In addition, it provides a discussion of
all mechanisms used to finance transportation and air quality program
implementation (Kern Council of Governments 2014).
Kern County Airport Land Use Compatibility Plan
The Kern County Airport Land Use Compatibility Plan (ALUCP) was originally
adopted in 1996 but has since been amended to comply with Aeronautics Law,
Public Utilities Code (Chapter 4, Article 3.5), regarding public airports and
surrounding land use planning (County of Kern 2011). As required by that law,
proposals for public or private land use developments that occur within defined
airport influence areas are subject to compatibility review. The principal airport
land use compatibility concerns addressed by the plan are (1) exposure to aircraft
noise, (2) land use safety with respect to both people and property on the ground
and occupants of aircraft, (3) protection of airport air space, and (4) general
concerns related to aircraft overflights.
The ALUCP identifies policies and compatibility criteria for influence zones or
planning area boundaries. The ALUCP maps and labels these zones as A, B1,
B2, C, and D, ranging from the most restrictive (A: airport property/runway
protection zone) to the least restrictive (D: disclosure to property owners only).
The City adopted the ALUCP for airports within its limits.
2.8 Responsible and Trustee Agencies
Projects or actions undertaken by the lead agency—in this case, the City’s
Community Development Department—may require subsequent oversight,
approvals, or permits from other public agencies to be implemented. Other such
agencies are referred to as responsible agencies and trustee agencies. Pursuant to
Sections 15381 and 15386 of the State CEQA Guidelines, as amended,
responsible and trustee agencies are defined as follows:
A responsible agency is a public agency that proposes to carry out or approve
a project for which a lead agency is preparing or has prepared an EIR or
negative declaration. For the purposes of CEQA, responsible agencies
include all public agencies other than the lead agency that have discretionary
approval power over the project (Section 15381).
A trustee agency is a State agency that has jurisdiction by law over natural
resources affected by a project that are held in trust for the people of the State
of California (Section 15386).
The various public agencies and jurisdictions with a particular interest in the
project are outlined below.
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2.8.1 State Agencies
California Department of Fish and Wildlife
California Department of Conservation
Governor’s Office of Planning and Research
California Air Resources Board
California Native American Heritage Commission
California Department of Transportation, District 6
California Public Utilities Commission
State Water Resources Control Board, Central District
Regional Water Quality Control Board, Central Valley Region
2.8.2 Local Agencies
Local Agency Formation Commission (LAFCO)
Greenfield Water District
Kern Delta Water District
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2.9 Project Contacts and DEIR Preparation
The City is the lead agency in the preparation of this DEIR. 4 J’s & R, LLC is the
project applicant. This DEIR has been prepared by ICF International as an
independent contractor to the City. Preparers of this DEIR are provided in
Chapter 9, List of Preparers.
Key contacts are as follows:
Lead Agency: City of Bakersfield
Community Development Department—Planning Division
1715 Chester Avenue
Bakersfield, CA 93301
Contact: Cecelia Griego, Associate Planner II
Project Applicant: 4 J’s & R, LLC
C/O Quad Knopf, Inc.
5080 California Avenue, Suite 220
Bakersfield, CA 93309
Contact: Dave Dmohowski
EIR Consultant: ICF International
525 B Street, Suite 1700
San Diego, CA 92101
Contact: Charlie Richmond, Project Manager
City of Bakersfield Chapter 2. Introduction and Overview
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
2-12
June 2015
ICF 393.14
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SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
3-1
June 2015
ICF 393.14
Chapter 3
Project Description and Environmental Setting
3.1 Introduction
The proposed SR 99/Hosking Commercial Center Project (project) involves the
construction and operation of a retail commercial center on approximately 85
acres that would consist of up to 800,000 square feet of leasable commercial
space and 240 hotel rooms. The applicant is requesting approval of a general plan
amendment (GPA) and concurrent zone change (ZC), Circulation Element
amendment, as well as future tentative/final subdivision map approval, site plan
and final development plan review, water district annexation, comprehensive
sign plan review, and planned commercial development approval. This chapter
describes the project location, the existing conditions of the project site and
surrounding areas, and the proposed project’s characteristics, including the
potential construction and operation activities.
3.2 Project Location and Existing Conditions
3.2.1 Regional and Local Setting
The project site is in the southern portion of the City of Bakersfield (City), in
western Kern County, at the southern end of California’s Central Valley. Figure
3-1 shows the regional location of the project site. The project site is bounded by,
and adjacent to, State Route (SR) 99 to the west, Berkshire Road to the north,
South H Street to the east, and Hosking Avenue to the south. The project site is in
the southeastern quarter of Section 25, Township 30 South, Range 27 East,
Mount Diablo Base and Meridian. The project site includes Assessor’s Parcel
Numbers (APNs) 515-020-07, 515-020-08, 515-020-09, 515-020-30, and 515-
020-44. Figure 3-2 illustrates the local project vicinity, including the project site.
3.2.2 Physical Setting and Surrounding Land Uses
Historically, the project site has been cultivated for a variety of crops. Historic
aerial photographs indicate that since 1946, most of the project site was used for
City of Bakersfield Chapter 3. Project Description and Environmental Setting
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
3-2
June 2015
ICF 393.14
agricultural production (BSK Associates 2014), which continued until the late
1990s, with the southerly portion of the property farmed until the mid-2000s. A
site visit performed by ICF International (ICF) staff in October 2007 and again in
November 2014 confirmed that the project site is vacant land that is not under
agricultural production.
The project site is relatively flat and gently slopes south-southwest. The site
elevation is approximately 358 feet above mean sea level (BSK Associates
2014). The surface and near-surface soils consist of sandy silt, silty sand, sandy
silt or silty sand with trace clay, and sand. The soils are classified as Kimberlina
fine sandy loam, 0 to 2% slope (Krazan & Associates 2008). The project site
does not contain any native habitat, and vegetative cover has been nearly
eliminated from periodic disking (Appendix B). No natural streams or rivers,
either perennial or intermittent, cross the project site (Appendix B). The project
site is not in either a 100-year or 500-year floodplain (FEMA 2014). The nearest
water feature is the main branch of the Kern Island Canal (approximately 80 feet
to the east), which runs north-south and is adjacent to and to the east of South H
Street. The Arvin-Edison Canal trends east-west approximately 0.25 mile to the
north of the project site (BSK Associates 2014). Groundwater depth at the project
site is 43 feet below ground surface, which is more shallow than the typical depth
to groundwater (85 to 175 feet below ground surface) found in the proposed
project’s vicinity; this groundwater depth is likely from seepage from the nearby
Kern Island Canal (Krazan & Associates 2008).
Illegal dumping has occurred on the project site; burned debris, a burned and
discarded mattress, 5-gallon containers with unknown contents, and discolored
soil have been observed on site. However, the project site does not contain any
structures or evidence of past uses that indicate that historical activities have
resulted in hazardous conditions on site. The project site is not listed as a
hazardous materials site or waste disposal site in any regulatory databases (BSK
Associates 2014).
There is an abandoned irrigation well near the northern boundary of the project
site, and the well head is currently welded shut. Another well with above-grade
piping is located near the southeastern corner of the site. These abandoned wells
would not be used as part of the proposed project and would be properly retired
in accordance with and as required by state and local guidelines prior to the
proposed development. No other improvements are located on the project site
(BSK Associates 2014).
There are a number of unpaved roads and trails that bisect the project site. These
trails were created by dirt bikes and off-road vehicles that have illegally used the
site in the past. There is a 180-foot by 100-foot drainage basin, approximately 10
to 15 feet deep, in the southwestern portion of the project site. There is also an
approximately 1- to 2-foot deep trench that extends generally north-south near
the eastern border and east-west near the northern and southern borders of the
project site (BSK Associates 2014, Figure 2).
Development extending south from the City has reached the project vicinity. The
land north of the project site has been purchased by Kaiser Permanente for a
ST58
ST178
ST119
ST204
ST223
ST99
¨§¦5
BakersfieldBakersfield
AlgosoAlgoso
BannisterBannister
ConnerConner
FruitvaleFruitvale
GosfordGosford
GreenacresGreenacres
HarpertownHarpertown
JastroJastro
KernKernCityCity
LandcoLandco
OldOldRiverRiver PanamaPanama PumpkinPumpkinCenterCenter
VenolaVenola
WibleWibleOrchardOrchard
Figure 3-1Regional LocationSR 99/Hosking Commerical Center Project
±
Source: ESRI StreetMap North America (2012)
0 1 20.5
Miles Orange
Los Angeles
Kern
Ventura
SantaBarbara
San LuisObispo
TulareKings
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Project Location
Kern DeltaPark
Arvin Edison Canal
Kern Island Canal
West
Branch
Canal
Kyner Ave
Camp
St
Fairview Rd
Hughes Ln
Adelaide AveC
a
s
tleford
St
Midas St
Claire
St
Betty St
VIA
Lucca
Colony St
Dolfield Ave
Jerry St
Alberta St
Jonah St
CampagnoniSt
Hosking Rd Hosking Ave
DennenSt
Big Bear St
Nadeau St
Monitor St
Bit St
Candace Ave
Faith Ave
Arkwood
AveCrescent Ridge St
Lisa Ct
Clipper Hills Dr
Trentino Ave
Krista St
Walton Dr
Brazil Ave
Lowry St
Chester W Nimitz St
O n eill Ave
Fiesta Ave
Ivy Trae Ln
Opal
St
Millfort
St
G
w
e
n
d
o
l
y
n
S
t
GiovanettiAve
Jervis Ct
Costa St
Charterten AveMornington Ave
Canyon Ct
Astor Ave
Bridle Ave
Bathurst Ave
Lenz Ct
Mckee Rd
Hudson Dr
PhyllisSt
L in nell Way
Aim Ave
Monique Ave
Evadonna RdHadarRd
Gasoline Alley Dr
Dublin Dr
Shannon
Dr
Hudson Pl
Jumbuck Ln
Stirrup Ave
Bridget Ave
Brisbane Ave
Auto Mall Dr
Ramos Ave
Nicholas
St
Macau St
Curnow Rd
Quartz Hill Rd
Stable Ave
Boyd St
Eubanks Ave
Berkshire Rd
Sierra Meadows Dr
Viola St
Yvonne St
Harris Rd
S H St
Avon Ave
Chevalier Rd
Wible Rd
Stub Oak Ave
Southland Ct
Wible
Rd
S H St
Harris Rd
P anama Ln
Taft Hwy ST119
ST99
PumpkinPumpkinCenterCenter
Figure 3-2Local VicinitySR 99/Hosking Commerical Center Project
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Project Location
City of Bakersfield Chapter 3. Project Description and Environmental Setting
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
3-3
June 2015
ICF 393.14
possible medical facility development. Table 3-1 summarizes characteristics of
the currently developed and vacant land adjacent to the project site at the time
that the project’s Notice of Preparation was circulated to the agencies and the
general public.
Table 3-1. Developed and Vacant Land Adjacent to Project Site
Direction Developed? Existing Development
North No Vacant, Commercial
East Yes Single-Family Residential
South No Vacant
West Yes State Route (SR) 99 & Single-Family Residential on
the west of SR 99
Existing land uses beyond the vacant Kaiser Permanente property include a
CarMax facility, Lowe’s Home Improvement, and a Walmart Super Center. A
Vallarta Supermarket and Greenlawn Mortuary and Cemetery are located to the
northeast and northwest of the project site, respectively. Properties to the east of
the project site and South H Street (and adjacent to the Kern Island Canal)
contain existing residential developments. Land to the south is currently vacant
land. SR 99 borders the entire project site’s western perimeter, with single-family
residential and general commercial to its west. Local features are shown in
Figure 3-3.
3.2.3 Existing General Plan and Zoning
The project site is subject to the Metropolitan Bakersfield General Plan (MBGP)
and the City’s zoning ordinance. Each are described below as they relate to the
proposed project site and surrounding areas, and Table 3-2 summarizes the
existing MBGP and zoning designations for the project site and surrounding
areas.
Table 3-2. Existing MBGP Designation and Zoning
Direction Existing Land Use Designation Existing Zoning
Project Site LR, LMR, HMR, GC R-1, C-2
North GC C-2
East LR R-1
South LR, GC R-1, C-2
West LMR, GC R-1, C-2
C-2 = Regional Commercial
GC = General Commercial
HMR = High-Medium Density Residential
LMR = Low-Medium Density Residential
LR = Low Density Residential
R-1 = One-Family Dwelling
City of Bakersfield Chapter 3. Project Description and Environmental Setting
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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June 2015
ICF 393.14
The MBGP is the product of a joint planning effort between the City and Kern
County, and it covers all territory within the Bakersfield Metropolitan Priority
Area of the Kern County General Plan (City of Bakersfield and Kern County
2002). This area encompasses approximately 408 square miles and extends
beyond the current City limits and the City’s existing sphere of influence to
incorporate the probable ultimate physical boundary and service area of the City.
The project site is entirely within the City’s current boundaries. Figure 3-4
illustrates current general plan designations within and surrounding the project
site.
The MBGP describes the existing land use designations of the project site as
follows.
Low Density Residential (LR): Areas with less than or equal to
7.26 dwelling units per net acre that contain single-family detached housing,
typical of tract developments (City of Bakersfield and Kern County 2002).
Low-Medium Density Residential (LMR): In the City, areas with greater
than 4.0 and less than or equal to 10.0 dwelling units per net acre that are
composed largely of attached, single-family townhomes, duplexes, and zero
lot line developments. May apply to small multiple-family structures, such as
triplexes, and mobile home parks that require a full array of urban services
(City of Bakersfield and Kern County 2002).
High-Medium Density Residential (HMR): In the City, areas with greater
than 7.26 and less than or equal to 17.42 dwelling units per net acre (City of
Bakersfield and Kern County 2002).
General Commercial (GC): Maximum floor area ratio1 (FAR) of 1.0 and
four stories tall (for retail and service facilities that provide a broad range of
goods and services, which serve the day-to-day needs of nearby residents)
(City of Bakersfield and Kern County 2002).
The project site is zoned R-1 and C-2 by the City. Figure 3-5 shows current
zoning designations within and surrounding the project site. These zones are
described as follows.
One-Family Dwelling (R-1): Typically characterized by single-family
subdivision. However, other allowable structures and uses such as accessory
buildings (e.g., garages, greenhouses, and swimming pools), home-based
daycares, and home occupations can be incorporated (City of Bakersfield
Municipal Code 17.10, 2007).
Regional Commercial (C-2): Development of concentrated large-scale retail
operations providing a broad range of goods and services that serve the
metropolitan market area (City of Bakersfield Municipal Code 17.2, 2007).
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
Arvin Edison Canal
Kern Island Canal
West Branch Canal
Kyner Ave
Camp St
Fairview Rd
StancliffSt
Hughes Ln
Adelaide Ave
Dennen
S
tCa
s
tleford
St Brahma
St
Midas St
Betty St
Colony St
Gasoline Alley Dr
Sunland
Ave
Maurice Ave
Pacheco Rd
Jerry
St
Alberta St
Playa
CampagnoniSt
Hosking Rd Big
Bear
St
Machado St
Monitor St
Bit
St
T rojes Ave
Candace Ave
Faith Ave
Arkw
ood
A
v
eCrescent Ridge St
Lisa Ct
Marcy
St
Sara
Jane
St
Krista St
Walton
Dr
Brazil Ave
Lowry
St
Digges Ln
Dolfield
Ave
Jonah
St
OneillAve
Fiesta Ave
Snowbird
St
Charlotte St
Ivy Trae Ln
Opal St
Millfort
St
Russell Ave
G
w
e
n
d
o
l
y
n
S
t
Wade Ave
GiovanettiAve
Jervis Ct
Costa St
Helen Way
Santiago Ct Jimson St
Charterten AveMorningtonAve
Canyon Ct
Hosking Ave
Miria Dr
Astor Ave
Bridle Ave
Bathurst Ave
Lenz Ct
Mckee Rd
Hudson Dr
PhyllisSt
Linnell Way
Monique Ave
Archer Ave
Evadonna RdHadarRd
Ridgemont St
Dublin Dr
Shannon
Dr
Hudson Pl
Jumbuck Ln
StirrupAve
Bridget Ave
Brisbane Ave
Auto Mall Dr
Earlene Ct
Nicholas
St
Macau St
Stable Ave
Boyd StArlana St
Madan St
Berkshire Rd
Eubanks Ave
Sierra Meadows Dr
Mable Ave
Viola St
Yvonne St
Chevalier Rd
Auberry Av e
Harris Rd
Chiapas Ave
Avon Ave
Wible
Rd
Stub Oak Ave
Southland Ct
S H St
Panama Ln
Taft Hwy
3
2
1
4
5
6
8
9
10
11
7
12
Figure 3-3Local FeaturesSR 99/Hosking Commerical Center Project
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Legend
Project Site
!(1 - Possible Kaiser Permanente Project
!(2 - Vallarta Supermarket
!(3 - Residences - East of Project Site
!(4 - CarMax
!(5 - Residences - North of Project Site
!(6 - Wal-Mart Commercial Center
!(7 - Greenlawn Mortuary and Cemetery
!(8 - Residences - West of Project Site
!(9 - Residences - Southwest of Project Site
!(10 - Liberty Christian Center
!(11 - Residences - Southeast of Project Site
!(12 - Lowes Home Improvement
AÎ
AÎ
GC
SR/LR
HC HMR
HR
LMR
P
HMR
LR
LR
LR
PS LMR
HMR
LMR/LR
LMR
LR
LMR
LR
GC
LR
OS-P
LR
SR
GC
R-IA
GC
LMR
OS-P
Arvin Edison Canal
Kern Island Canal
W
e
s
t
B
r
a
n
c
h
C
a
n
a
l
Dennen St
Jerry
St
Sorrel St
Glenda St
Magdelena Ave
Clydesdale St
Hosking Rd
Big Bear St
Giovanetti Ave
Evadonna Rd
Berkshire Rd
Candace Ave
Joleta Ct
Clipper Hills Dr
Trentino Ave
Brazil AveAreli St
Hughes Ln
Quartz Peak Way
Verona
Dr
Snowbird St
Streever Ave
Kirkwood Ave
Astor Ave
Fuentes St
Monique Ave
Mckee Rd
Park City Ave
Badger Pass Ave
HadarRd
Sierra Summit Ave
Celentano CtPinheiro St
Macau St
Quartz Hill Rd
Hosking Ave
S H St
Panama Ln
Figure 3-4General Plan Land Use DesignationsSR 99/Hosking Commerical Center Project
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0 500 1,000250
Feet
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Legend
Project Site
Land Use
GC - General Commercial
HC - Highway Commercial
HMR - High Medium Density Residential
HR - High Density Residential
LMR - Low Medium Density Residential
LMR/LR - Low/Low Medium Density Residential
LR - Low Density Residential
OS-P - Parks and Recreation Facilities
P - Publicly Owned Facilities
PS - Public and Private Schools
R-IA - Intensive Agriculture
SR - Suburban Residential
SR/LR - Suburban/Low Density Residential
R-1
AÎ
R-1
C-2
C-2
C-2
E
R-1/P.U.D.
R-1
R-1
C-2
R-1-CH
R-S
R-S
R-2 A
C-2/P.C.D.
R-2
R-1-CH
R-1
R-1
OS
R-1
Arvin Edison Canal
Kern Island Canal
W
e
s
t
B
r
a
n
c
h
C
a
n
a
l
Colony St
Jerry
St
Sorrel St
Glenda St
Clydesdale St
Hosking Rd
Evadonna Rd
Berkshire Rd
Big Bear St
Giovanetti Ave
Kern
Island
St
Charterten Ave
Joleta Ct
Ellisan
St
Clipper Hills Dr
Trentino Ave
Brazil AveAreli St
Hughes Ln
Quartz Peak Way
Verona
Dr
Snowbird St
Astor Ave
Kirkwood Ave
Mornington Ave
Fuentes St
Monique Ave
Mckee Rd
Park City Ave
Badger Pass Ave
Hadar Rd
Sierra Summit Ave
Celentano CtPinheiro St
Macau St
Quartz Hill Rd
Hosking Ave
S H St
Panama Ln
Figure 3-5Current Zoning DesignationsSR 99/Hosking Commerical Center Project
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0 500 1,000250
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Legend
Project Site
Zoning
A Agricultural
C-1 Limited Commercial
C-2 Combining
C-2 Commercial
E Estate One Family Dwelling
MH Mobile Home
OS Open Space
P.C.D. Planned Commercial Development
P.U.D. Planned Unit Development
R-1 One Family Dwelling
R-1 Combining
R-1 One Family Dwelling - Church Overlay
R-2 Limited Multiple Family Dwelling Zone -1 unit/2,500 sq. ft.R-S Residential Suburban
City of Bakersfield Chapter 3. Project Description and Environmental Setting
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
3-5
June 2015
ICF 393.14
3.3 Project Objectives
The California Environmental Quality Act (CEQA) Guidelines (Section
15124(b)) require that the project description contain a statement of objectives
that includes the underlying purpose of the project. The objectives of the
proposed project are as follows.
Provide an accessible regional retail shopping center that meets the growing
demands of the residents and planned communities in the City of Bakersfield
and greater Kern County.
Assemble a variety of retailers that would satisfy a majority of the shopping
needs of the surrounding existing and planned neighborhoods, thus
eliminating the need for residents to leave their neighborhoods for goods and
services.
Provide a multi-level hotel to accommodate regional travelers coming to the
site and the greater Bakersfield area.
Provide a highly visible shopping center for regional shopping needs and
community development as well as a buffer between existing residential
development east of the project site and SR 99.
Provide a gathering place for City of Bakersfield residents and visitors that
includes shopping, entertainment (including a movie theater), and restaurants
in a safe and aesthetically appealing environment.
Facilitate a planned development consisting of national retailers and related
in-line tenants consistent with current and future market demands.
3.4 Proposed Project
The proposed project would develop a regional retail shopping center in southern
Bakersfield with approximately 800,000 square feet of leasable space and a four-
story, 240-room hotel. Surface parking lots associated with the shopping center
would accommodate a total of 4,472 parking spaces. Table 3-3 provides a
breakdown of the proposed square feet. Figure 3-6 provides a conceptual site
plan.
City of Bakersfield Chapter 3. Project Description and Environmental Setting
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
3-6
June 2015
ICF 393.14
Table 3-3. Approximate Leasable Commercial Space
Commercial Space Total Area
(square feet)
Notes
Anchor 100,000 --
Anchor 110,000 --
Entertainment Anchor 35,000 --
Retail 450,000 Approximately 16 leasable storefront
spaces of 4,000 to 60,000 square feet
Restaurant 45,000 Approximately 10 leasable spaces of 3,000
to 8,000 square feet
Theater 60,000 Part of two-story structure that includes
retail
Total 800,000
The project site is approximately 85 gross acres, approximately 16 acres of which
would be dedicated to public right-of-way street improvements along Berkshire
Road, South H Street, and Hosking Avenue. The proposed remaining 69 net
acres would be dedicated to various structures and associated surface parking
lots, internal street and pedestrian walkway improvements, and landscaped areas.
The proposed project’s design would be required to emphasize pedestrian
movement and would be consistent with the City of Bakersfield’s Municipal
Code, Chapter 17.08.140, Design standards for large retail developments.
Standards would include the creation of plazas and seating with meandering
walkways and sidewalks connecting the shops. Security lighting and project
identification signage, designed in conformance with standards suggested by the
International Dark Sky Association, would be provided for the parking lots and
proposed structures.
Bus turnouts would be provided to facilitate mass transit to the project site, as
approved by the Golden Empire Transit (GET) District. The turnouts would
include benches, trash cans, signage, and structures to provide shading and
weather protection. The project proponent would also provide additional bus
stops outfitted with benches, trash cans, signage, and protective structures. These
design measures are intended to encourage the project site as a “destination”
point, which would potentially reduce traffic congestion and associated air
quality emissions by providing alternatives to automobile use to access the
project site. The project site is in an “intensified activity center” as designated in
the MBGP (City of Bakersfield and Kern County 2002, Figure II-2, pages II-2
and II-3). The proposed project’s design and scale are consistent with this centers
concept, which is described in the MBGP as “the focusing of new development
into distinctive centers which are separated by low land use densities” (City of
Bakersfield and Kern County 2002). The centers concept provides for a land use
pattern consisting of several concentrated mixed-use commercial and high-
density residential centers surrounded by medium-density residential uses (City
of Bakersfield and Kern County 2002). The proposed project, coupled with other
Figure 3-6Conceptual Site PlanSR 99/Hosking Commerical Center Project
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City of Bakersfield Chapter 3. Project Description and Environmental Setting
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
3-7
June 2015
ICF 393.14
existing commercial land uses (e.g., CarMax, Lowe’s Home Improvement, and
existing commercial land uses along Panama Lane), would provide for the high
density mixed-use commercial nucleus surrounded by medium-density
residential land uses as envisioned in the centers concept. As the MBGP points
out, this concept “encourages people to live and work in the same place and,
thus, serves to minimize sprawl and reduce traffic, travel time, infrastructure
costs, and air pollution” (City of Bakersfield and Kern County 2002).
3.4.1 Engineering Components
Because of the proposed project’s scope and magnitude and attributes inherent to
the project site, there are engineering design considerations that need to be
addressed. The Preliminary Site Study for Bakersfield Gateway Shopping Center
(M.S. Walker & Associates 2008) was prepared for the project site and
identified, evaluated, and recommended solutions and strategies for addressing
design considerations associated with site grading and drainage, sanitary sewer,
potable water, and street design. Each of these considerations is described in
greater detail below.
Site Grading
The project site’s natural grade is generally lower or very near the same elevation
as the surrounding area and adjacent streets. This condition allows for
coordination of pad elevations, but creates problems with street and parking
grades and drainage. Streets and parking to have an adequate slope for drainage
purposes. The grading would require approximately 650,000 cubic yards (cy) of
cut and approximately 550,000 cy of fill, and would result in an approximately
100,000 cy of soil surplus. This surplus would be balanced on site or hauled
away to an approved location.
Site Drainage
A collection of curb and gutter inlets with redundant drainage functions and
storm pipes located in the parking areas would be used in conjunction with
stormwater flows to capture and control runoff (M.S. Walker & Associates
2008). Additionally, a small portion of runoff from the east along South H Street
and from the south along Hosking Avenue would be collected by the proposed
project’s stormwater drainage system. The developer shall provide onsite sumps
for storm water drainage.
Sanitary Sewer
Sanitary sewer trunks exist under South H Street and Hosking Avenue, and a
sewer stub exists at the intersection of South H Street and Berkshire Road to
City of Bakersfield Chapter 3. Project Description and Environmental Setting
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
3-8
June 2015
ICF 393.14
accommodate westerly expansion. The trunk line was sized for residential
development and may need to be expanded for commercial development. A
project sewer study will be prepared that will provide the necessary
specifications. The existing stub would be employed and extended with a 12-inch
diameter sewer pipe to accommodate the proposed project (M.S. Walker &
Associates 2008). Because improvements to this intersection would occur as a
result of necessary street upgrades for the proposed project, connection to this
trunk line is considered on site and part of the impact analysis for the proposed
project. In addition, most of the project site’s sewer system would connect to the
existing system in either South H Street or Hosking Avenue (or both), whichever
best serves the proposed project’s needs. Connection to the existing sanitary
sewer system would be in compliance with site requirements for sanitary sewer
service outlined in Section 1.2.1 of the City’s Subdivision Manual.
All sanitary sewer lines, except for the sewer laterals, would be within the drive
aisles on site. This design is used to keep the sewer within common areas where
parking is not allowed to accommodate maintenance accessibility at all times.
The onsite sewer system would consist of approximately 350 feet of 12-inch
sewer pipe, 410 feet of 10-inch sewer pipe, 2,400 feet of 8-inch sewer pipe, and
1,975 feet of 6-inch sewer pipe, as well as 17 utility holes. These amounts do not
include the length of sewer laterals to each structure (M.S. Walker & Associates
2008).
Potable Water System
A Water Supply Assessment (WSA) was prepared for the proposed project
(Appendix D). The WSA determined that project demands will be met by current
groundwater aquifer supplies as well as the landowner’s overlying groundwater
rights for the same aquifer that will be pumped from Greenfield County Water
District (GCWD) wells. Further discussion about water demand and water supply
can be found in Section 4.11, Public Services and Utilities, and in Section 3.5.4,
Proposed Water Supply, below.
Potable water pipes would be laid out to parallel the proposed project’s sewer
lines with acceptable safe separation. Preliminary design indicates that a
minimum 8-inch-diameter potable water pipe would be required for the mainline
loop through the project site, but the required size may increase to 10- or 12-
inch-diameter when the final site plan is developed (M.S. Walker & Associates
2008).
Potable Water System Connection Scenarios
Connection to GCWD’s potable water system would occur at two points to create
a loop system. The first point would be a pipe stub located east of the Berkshire
Road/South H Street intersection and east of the Kern Island Canal. From this
connection, piping would be run through a sleeve under the bridge over the Kern
Island Canal, and then constructed to the west underneath the intersection and
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Berkshire Road for approximately 1,500 feet and then onto the project site
underneath the Berkshire Road/Colony Street intersection. Because
improvements to this intersection would occur as a result of necessary street
upgrades for the proposed project, connection to this stub is considered on site
and part of the impact analysis for the proposed project. The second connection
point would be in a pipe stub in Hosking Avenue just east of the Kern Island
Canal. As with the other line, it would run in a sleeve under the Hosking Avenue
Bridge over the Kern Island Canal, and then a pipe would be constructed to
connect with a line running down H Street, thus completing the loop. The loop
would be connected at the intersection of Berkshire Road and Colony Street.
Street Design
The project site is bound by, and adjacent to, SR 99 to the west, Berkshire Road
to the north, South H Street to the east, and Hosking Avenue to the south. Of
these roads, SR 99 and the SR 99/Hosking Interchange would not require
improvements by the project proponent.
The SR 99/Hosking Interchange is being constructed by the City and the
California Department of Transportation (Caltrans) to allow access onto and off
of SR 99 from Hosking Avenue in all directions. Therefore, only a small portion
of Hosking Avenue would be improved by the project proponent. Hosking
Avenue is classified as an arterial road (City of Bakersfield and Kern County
2002). Hosking Avenue is currently paved, but otherwise unimproved. An
additional four lanes plus a median would need to be constructed by the project
proponent. In addition, the project proponent would be responsible for
constructing a dual southbound right turn lane at South H Street and Hosking
Avenue.
South H Street is currently improved to a width of 42 feet. An additional 52 feet
in width would be dedicated from the project site and 3,500 linear feet of street
improvements would be constructed by the project proponent. These
improvements to South H Street would result in a minimum 117-foot-wide right-
of-way with 99 feet of improved surfaces, including a raised median. South H
Street is classified as an arterial road (City of Bakersfield and Kern County
2002), and ultimate improvements to the road would include six lanes and a bike
lane in each direction (M.S. Walker & Associates, Inc. 2008).
Both South H Street and Hosking Avenue would be widened at their intersection
to provide multiple turn lanes in both directions. This intersection would be
signalized.
3.4.2 Construction Phasing
The proposed project would be constructed in two phases. Phase I would consist
of grading the entire project site; installing street improvements, street lighting,
and landscaping that fronts the major roads surrounding the project site; and
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installing all sanitary sewer, potable water, and storm drainage structures
throughout the project site. All necessary street widening and right-of-way
improvements to South H Street and Hosking Avenue would occur during the
first phase. Additionally, construction of the proposed 100,000-square-foot
anchor store and 300,000 square feet of leasable commercial space for a total of
400,000 square feet as well as development of the first 120 hotel rooms would
occur during Phase I. The anchor may be constructed and open prior to the rest of
Phase I. It is currently unknown which 300,000-square-foot portion of
commercial space would be constructed at the site during Phase I. Paving,
landscaping, and electrical and communications service would also be provided
for the anchor store and the 300,000 square feet of commercial space during
Phase I. Phase II would consist of building the remaining 400,000 square feet of
leasable commercial space in addition to the remaining 120 hotel rooms. Paving,
landscaping, and electrical and communications services would also be provided
for the 400,000 square feet of commercial space and additional hotel rooms
during Phase II.
It is anticipated that construction of the proposed commercial center would
commence within 1 month of the completion of necessary permitting from the
City, which is expected in fall 2015. Accordingly, construction of Phase I is
expected to commence in fall/winter 2015. Construction of 100,000 square feet
of commercial space (part of Phase I) is expected to take approximately 12
months, with an anticipated opening date of fall 2016 for the first anchor store.
Construction of the remaining 300,000 square feet of commercial space for Phase
I is anticipated to begin a few months after the beginning of anchor store
construction and is expected to be completed winter 2016–2017. Phase II
construction would follow once market conditions indicate there will be
sufficient demand.
All construction staging (for construction equipment and materials) and
temporary construction parking areas would be contained within the footprint of
the project site. No public streets would be used for construction staging or for
parking by construction employees.
3.5 Requested Entitlements and Approvals
The applicant’s specific entitlement objective under this environmental document
is to obtain City approval of a GPA, ZC, MBGP Circulation Element
Amendment, tentative/final subdivision map approval, site plan and final
development plan review, and planned commercial development approval. Other
potential entitlement approvals may include, but not be limited to, approval of a
comprehensive sign plan to provide signage that is compatible with the
architectural design of the center. Also requested is a water district annexation
into the GCWD to be approved by the Kern County Local Agency Formation
Commission (LAFCO), as the responsible agency. The requested entitlements are
discussed in detail below.
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3.5.1 Proposed General Plan Amendment
The proposed project involves a request for approval of a GPA to designate the
entire project site as a GC land use designation. The proposed GPA would
change those portions of the site designated LR (~50 acres), LMR (~7 acres), and
HMR (~13 acres) to:
General Commercial (GC), a maximum FAR of 1.0 and 4 stories tall (for
retail and service facilities that provide a broad range of goods and services,
which serve the day-to-day needs of nearby residents) (City of Bakersfield
and Kern County 2002).
The remaining ~15 acres of the site are already designated as GC (refer to Figure
3-4).
3.5.2 Proposed Zone Change
The proposed project involves a request for approval of a concurrent ZC to
modify the zoning on a roughly 73-acre portion of the site from R-1 to C-2/PCD,
as follows:
Regional Commercial/Planned Commercial Development Zone
(C-2/PCD): Typically associated with larger commercial centers that may
contain a number of larger scale stores as well as a mixture of smaller retail
outlets, which can include any use permitted for Professional and
Administrative Office (C-0) and Neighborhood Commercial (C-1), apparel
and accessory stores, automobile dealerships, computer software stores,
department stores, farmers markets on weekends, hardware stores, hotels,
restaurants and other eating-related places, sporting goods stores, theaters,
and public or commercial parking (City of Bakersfield Municipal Code
17.24, 2007).
The remaining 12 acres (approximate) of the site are already zoned C-2 (Figure
3-5). The existing C-2 portions of the project site would be rezoned to add the
Planned Commercial Development (PCD) overlay, combining the designations to
be consistent with the remainder of the project site. In connection with the
commercial zone, a PCD Development Plan Review and approval of a tentative
parcel map are also proposed. The intent of the PCD designation is to provide
flexibility for commercial developments so that a more cohesive design can be
achieved. PCD zoning allows for innovative design and diversification in the
relationship of various uses, buildings, structures, lot sizes, and open spaces
while ensuring compliance with the general plan and the intent of the municipal
code. The PCD zone would be used in combination with the proposed
commercial zone to define the allowable uses and to ensure future site
development that is compatible with surrounding development and recognizes
the unique site characteristics (City of Bakersfield Municipal Code 17.54, 2007).
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3.5.3 Proposed Circulation Element Amendment
The proposed project also involves a request for approval of an MBGP
Circulation Element amendment. This amendment would eliminate a collector
road (Colony Street) segment currently shown on the MBGP Circulation Element
map (City of Bakersfield and Kern County 2002) that travels through the project
site. A collector road has 90 feet of right-of-way with four travel lanes, without a
raised median. This segment of Colony Street is shown intersecting with
Berkshire Road to the north of the site, traveling southbound along the western
edge of the site, turning east in about the middle of the site, and then connecting
with South H Street at an intersection. This collector road segment has not been
built, but its route through the site is shown on the current map. The proposed
amendment would eliminate this segment of Colony Street from the MBGP
Circulation Element map.
3.5.4 Proposed Water Supply
The majority of the project site lies within the district boundary of GCWD, but
an approximately 17-acre area in the southern portion of the project site lies
outside of the district boundary; the entire project site is in the GCWD sphere of
influence. The project proponent is pursuing an annexation of this portion of the
project site into the GCWD service boundary. The project proponent and GCWD
have entered into agreements initiating the annexation process and appointing
GCWD as agent to extract groundwater. As part of the agreements, the project
proponent is responsible for preparing maps, exhibits, and legal descriptions that
GCWD needs for annexation.
In accordance with California Senate Bill (SB) 610, the project proponent has
prepared a WSA (Appendix D). The assessment is necessary because the
proposed project would develop greater than 500,000 square feet of commercial
floor space and, therefore, is considered a “project” within the scope of SB 610.
The WSA determined that GCWD would have sufficient water supplies to meet
project demands, as well as overall GCWD demands (Table 6 of Appendix D).
Project demands would be met through GCWD’s existing groundwater rights
from native aquifer supplies, as well Mr. John Giumarra’s overlying groundwater
rights for the same aquifer that will be pumped from GCWD wells. An
Agreement for Overlying Lands would be executed, in which GCWD acts as an
agent, to allow GCWD to utilize Mr. Giumarra’s Overlying Groundwater Rights
as a landowner. District demands would also continue to be met with pumping
native groundwater, which GCWD has been using to serve its existing customers
based on existing groundwater rights. To ensure water supply reliability during
single dry year or multiple dry years, GCWD will use its storage reserve of canal
seepage water from Kern Delta Water District (KDWD). As part of an Urban
Customer Service Agreement, GCWD receives 100% of the surface water
seepage losses from the Kern Island Canal system as groundwater recharge and
to maintain groundwater aquifer levels. This water would be used only during
times of water shortages. (Appendix D). The agreement will not take effect until
and unless the City certifies the Final Environmental Impact Report (EIR).
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As required by California law, a proposed annexation must also be approved by
the Kern County LAFCO GCWD would submit the annexation application and
this EIR to Kern County LAFCO. As a subsequent action, Kern County LAFCO
would accept, accept with revisions, or reject the annexation application
presented by GCWD. If the project proponent decided to proceed with the
annexation process, during the plan check and prior to final map approvals, the
project proponent must provide the City with written documentation that the
proposed project’s annexation application has been approved by Kern County
LAFCO. Therefore, Kern County LAFCO is a Responsible Agency under
CEQA.
3.5.5 Responsible Agency Designation and Approval
As noted above, KDWD has entered into a Water Purchase Agreement with
GCWD to sell water from canal seepage on an annual basis, subject to the terms
of the agreement (Appendix D). The infrastructure for delivery of this water
exists, and there is no need for additional infrastructure (S. Nicholas pers.
comm.). This agreement is incorporated by reference and can be found in
Appendix D. As such, if it is determined the water purchase agreement meets the
definition of a project under CEQA, the agency must find that this EIR addresses
the environmental impacts of this water supply sufficiently or if additional
analysis is required. KDWD is therefore designated as a responsible agency.
As noted above, the applicant has also requested a water district annexation into
the GCWD to be approved by the Kern County LAFCO as the responsible
agency.
3.6 Project Consistency with General Plan Land
Use Element
An analysis of project consistency with the MBGP Land Use Element can be
found in Section 4.9, Land Use and Planning. The analysis determined that the
proposed project would be consistent with the MBGP Land Use Element.
3.7 Cumulative Projects
3.7.1 Introduction and Overview
The State CEQA Guidelines (Section 15130) require that cumulative impacts be
analyzed in an EIR when the resulting impacts are cumulatively considerable
and, therefore, potentially significant. Cumulative impacts refer to the combined
effect of project impacts with the impacts of other past, present, and reasonably
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foreseeable future projects. The discussion of cumulative impacts must reflect the
severity of the impacts as well as the likelihood of their occurrence. However, the
discussion does not need to be as detailed as the discussion of environmental
impacts attributable to the proposed project alone. Furthermore, the discussion
should remain practical and reasonable in considering other projects and related
cumulatively considerable impacts. According to § 15355 of the State CEQA
Guidelines:
“Cumulative impacts” refer to two or more individual effects which, when
considered together, are considerable, or which compound or increase other
environmental impacts.
(a) The individual effects may be changes resulting from a single project or a
number of separate projects.
(b) The cumulative impact from several projects is the change in the
environment which results from the incremental impact of the project when
added to other closely related past, present, and reasonably foreseeable
probable future projects. Cumulative impacts can result from individually
minor but collectively significant projects taking place over a period of
time.
Furthermore, according to State CEQA Guidelines § 15130 (a)(1):
As defined in Section 15355, a “cumulative impact” consists of an impact that is
created as a result of the combination of the project evaluated in the EIR
together with other projects causing related impacts. An EIR should not discuss
impacts which do not result in part from the project evaluated in the EIR.
In addition, as stated in the State CEQA Guidelines, § 15064(i)(5), it should be
noted that:
[t]he mere existence of significant cumulative impacts caused by other projects
alone shall not constitute substantial evidence that the proposed project’s
incremental effects are cumulatively considerable.
Therefore, the cumulative impacts discussion in an EIR focuses on whether the
impacts of the proposed project are cumulatively considerable within the context
of combined impacts caused by other past, present, or future projects. The
cumulative impact scenario considers other projects proposed within the area that
have the potential to contribute to cumulatively considerable impacts.
3.7.2 Cumulative Impact Assessment Methodology
Determination of the significance of a cumulative impact, and whether the
proposed project’s incremental contribution to a cumulative impact is
considerable, can be analyzed using either the project list or projection approach.
This Draft EIR (DEIR) primarily uses the projection approach, which bases the
cumulative impact analysis on general growth projections contained in the
Figure 3-7Cumulative ProjectsSR 99/Hosking Commerical Center Project
±
Source: ESRI StreetMap North America (2012)
0 4,0002,000
Feet
K:\Irvine\GIS\Projects\City_of_Bakersfield\00393_14\mapdoc\Fig3_7_Cumulative_Projects_Map.mxd Date: 6/17/2015 35528
Legend
Project Site
!.Cumulative Project Sites
Cumulative Project Areas
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MBGP. In using this approach, the City relies on the MBGP to evaluate regional
conditions that contribute to cumulative impacts. This DEIR supplements the
projections approach with a list of related projects in the project vicinity. The
study area for the list includes projects that are within an approximately 2-mile
radius because projects beyond this radius will have little to no contribution to
the cumulative project impacts within the project’s vicinity. This list is
summarized in Table 3-4 and project locations are shown on Figure 3-7.
Although the projection approach is used as the primary method for assessing
cumulative impacts, this chapter also addresses the specific potential cumulative
impacts from the Interchange Project because of its proximity to the proposed
project. The interchange site is immediately adjacent to the southeastern corner
and western boundary of the project site. It is bound by, and adjacent to, SR 99 to
the west and by Hosking Avenue to the south. The Interchange Project is
currently under construction and estimated to be complete by fall 2015.
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Table 3-4. List of Cumulative Projects
Project Name APN/Location Development Description Status
Parcel
Acres
No. of
Residences
Building
Size
(sq ft)
Tract Map Projects
Tract 6454 515-040-22 68 lots on 17.9 acres
Tentatively approved;
approved grading plan 17.9 68 -
Tract 6551 517-010-01 39 lots on 13.8 acres Approved 13.8 39 -
Tract 6849 516-020-25 38 lots on 10.01 acres Tentatively approved 10.01 38 -
Tract 6369 514-040-05 187 lots on 40.03 acres
Tentatively approved;
approved grading plan 40.03 187 -
Tract 6362 514-740-01 167 lots on 40.09 acres 78 lots recorded 40.09 167 -
Tract 6868
184-170-
10/15/27/32 156 lots on 56.33 acres
Tentatively approved;
approved grading plan 56.33 156 -
Tract 7253 185-070-27 79 lots on 20.14 acres Tentatively approved 20.14 79 -
Tract 7231 514-020-58 59 lots on 23.67 acres Tentatively approved 23.67 59 -
Tract 6410
514-190-01,
514-020-10/25 140 lots on 65.54 acres Tentatively approved 65.54 140 -
Tract 6802 514-020-08 79 lots on 21.7 acres Tentatively approved 21.7 79 -
Tract 6788 514-030-07 19 lots on 4.22 acres Tentatively approved 4.22 19 -
Tract 6919 515-110-10 10 lots on 2.52 acres Tentatively approved 2.52 10 -
Tract 6181 - 364 lots on 78.88 acres Tentatively approved 78.88 364 -
Tract 6209 - 120 lots on 28.79 acres 42 lots recorded 28.79 120 -
Tract 6283 - 2 lots on 16.14 acres
Tentatively approved;
approved grading plan 16.14 2 -
Tract 6331 - 155 lots on 36.03 acres 87 lots recorded 36.03 155 -
Tract 6397 - 122 lots on 27.1 acres
Tentatively approved;
approved grading plan 27.1 122 -
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Project Name APN/Location Development Description Status
Parcel
Acres
No. of
Residences
Building
Size
(sq ft)
Tract 6442 - 79 lots on 19.79 acres Tentatively approved 19.79 79 -
Tract 6514 - 111 lots on 13.18 acres Tentatively approved 13.18 111 -
Tract 6520 - 287 lots on 67.6 acres 132 lots recorded 67.6 287 -
Tract 6557 - 311 lots on 78.34 acres 135 lots recorded 78.34 311 -
Tract 6585 - 79 lots on 22.32 acres
Tentatively approved;
approved grading plan 22.32 79 -
Tract 6607 - 151 lots on 36.05 acres Tentatively approved 36.05 151 -
Tract 6712 - 182 lots on 48.01 acres Tentatively approved 48.01 182 -
Tract 6741 - 142 lots on 31.7 acres Tentatively approved 31.7 142 -
Tract 6742 - 183 lots on 58.61 acres Tentatively approved 58.61 183 -
Tract 6755 - 91 lots on 33.01 acres
Tentatively approved;
approved grading plan 33.01 91 -
Tract 6760 - 31 lots on 8.92 acres Tentatively approved 8.92 31 -
Tract 6811 - 84 lots on 3.77 acres Tentatively approved 3.77 84 -
Tract 6865 - 243 lots on 55.28 acres Tentatively approved 55.28 243 -
Tract 6899 - 61 lots on 17.72 acres Tentatively approved 17.72 61 -
Tract 7029 - 129 lots on 30.17 acres Tentatively approved 30.17 129 -
Tract 7113 - 17 lots on 3.93 acres Tentatively approved 3.93 17 -
Tract 7222-1 - 230 lots on 61.23 acres 117 lots recorded 61.23 230 -
Tract 7222-2 - See Tract 7222-1 See Tract 7222-1 - - -
Tract 7226 - 132 lots on 28.39 acres
Tentatively approved;
approved grading plan (part
of tract 6520)
28.39 132 -
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Project Name APN/Location Development Description Status
Parcel
Acres
No. of
Residences
Building
Size
(sq ft)
Site Plan Projects
Site Plan 13-0061 3515 Panama Lane
18,370 sf health club in C-2 (Regional
Commercial) zone Final building permit issued - - 18,370
Site Plan 13-0319 3451 Panama Lane
70-foot tall monopine in C-2 (Regional
Commercial) zone Final building permit issued - - -
Site Plan 12-0073 575 Panama Lane
1,084 sf addition to convenience
market in C-1 (Neighborhood
Commercial) zone Building permit pending
- - 1,084
Site Plan 14-0215
4103 Rock Lake
Drive
492 sf second unit in R-1 (One Family
Dwelling) zone Final building permit issued - - 492
Site Plan 12-0311
7800 Silver Dollar
Way
7,000 sf trailer sales/shop building in
C-2 (Regional Commercial) zone Final building permit issued - - 7,000
Site Plan 14-0124 8601 S. H Street
21,881 sf religious facility in R-1/CH
(One Family Dwelling-Church
Overlay) zone Final building permit issued
- - 21,881
Site Plan 12-0319
9100 Ellashosh
Street
1,500 sf church in R-1/CH (One
Family Dwelling-Church Overlay)
zone Building permit pending
- - 1,500
Site Plan 13-0266
9855 Compagnoni
Street
41,736 sf CHP facility in M-1 (Light
Manufacturing) zone
Applied for grading, no
permit yet - - 41,736
Site Plan 13-0169 3221 Taft Highway 600 sf convenience store addition Building permit pending - - 600
Site Plan 13-0389
5300 Gasoline Alley
Drive
5,400 sf automobile service addition in
M-1 (Light Manufacturing) zone Final building permit issued - - 5,400
Site Plan 14-0283
4516 District
Boulevard
6,000 sf warehouse building in M-1-
MH (Light Manufacturing-Mobile
Home Overlay) zone Grading permit issued
- - 6,000
Site Plan 13-0364 4801 S. H Street
72-foot tall monopine in C-1
(Neighborhood Commercial) zone - - - -
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Project Name APN/Location Development Description Status
Parcel
Acres
No. of
Residences
Building
Size
(sq ft)
Site Plan 13-0397
5614 Woodmere
Drive
12,000 sf church in M-2 (General
Manufacturing) zone Grading permit issued - - 12,000
Parcel Map Projects
Parcel Map 12086 514-020-58 4 large parcels, within tract 7231 - - - -
Parcel Map 11718 1601 Panama Lane
120,870 sf neighborhood shopping
center, mostly built out a few pads still
vacant -
- - 120,780
Parcel Map 11941 405-020-23
Subdivide approximately 5.12 acres
into 4 parcels, zoned C-1
(Neighborhood Commercial) -
5.12 - -
Parcel Map 11614 172-070-35
Two parcels on 36.59 acres zoned M-3
(Heavy Industrial) for industrial
purpose -
36.59 - -
Parcel Map 11948 371-091-07
Subdivide approximately 1.238 acres
into 2 parcels in a C-1 (Neighborhood
Commercial)
1.238 - -
Parcel Map 12079 538-010-05
Subdivide 58.7 acres into two parcels
for financing purposes in an R-2
(Limited Multiple-Family Dwelling) -
58.7 - -
Other Projects
Unscheduled lodging
facility
19480 Quin Road,
Oildale
(482-106-02) 104-room upper-midscale facility
0.49 - -
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3.7.3 Cumulative Baseline and Projected Growth
The southern and southwestern Metropolitan Bakersfield area was undergoing
rapid growth and development prior to 2008 before the economic downturn, and
has started picking back up with the recent growth in the economy. In general,
Stockdale Highway and Taft Highway currently define the northerly and
southerly limits of active construction in the southwest area. Future
developments are planned to occur between these limits in the near future. The
past, present, and probable future projects that could contribute to a significant
cumulative environmental impact are listed on Table 3-4 and shown on Figure 3-
7. Table 3-4 reflects requests for approval of tract maps, site plans, and parcel
maps where construction of planned developments may combine with the
proposed project to greatly alter transportation and development patterns in the
southwestern Bakersfield region. Table 3-4 is intended to help the reader
understand the scope and nature of the projects that were considered in
identifying cumulative impacts.
Agricultural resources, mineral resources, population and housing, and recreation
were screened out as potentially significant environmental issues for the
proposed project in the Initial Study/Notice of Preparation (Appendix A). The
City did not receive public or agency comment regarding these issue areas during
the Notice of Preparation 30-day public comment period. Therefore, a cumulative
impact analysis of these three environmental impact areas is not included in this
chapter.
3.7.4 Cumulative Impact Analysis
Cumulative impact scenarios may differ among environmental topics, depending
on the potential area that would be affected. For example, the cumulative
conditions for air quality should account for impacts in the San Joaquin Valley
Air Basin, while the cumulative impacts for traffic should be more local in scale,
evaluating intersections in the vicinity that could be affected by cumulative
projects. The cumulative setting and limitations for each discipline are discussed
as appropriate within each resource section in Chapter 4.
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Section 4.1
Aesthetics and Urban Decay
4.1.1 Introduction
This section discusses the potential for the proposed project to result in the
degradation of the existing visual character or quality of the site and its
surroundings, including visual blight related to urban decay, as well as an
analysis of potential light and glare impacts. Potential impacts related to scenic
vistas and scenic resources are not discussed, and a separate discussion can be
reviewed as part of the initial study checklist, provided as Appendix A.
Degradation of the project site’s visual character is generally addressed through a
qualitative evaluation of the changes to the aesthetic characteristics of the
existing environment and the project-related modification that would alter the
existing visual setting. Issues of visual blight1 are addressed by considering the
potential for urban decay that may be precipitated or exacerbated in Metropolitan
Bakersfield and its environs and by considering the indirect changes in visual
quality that could occur as a result of the proposed project. The analysis of urban
decay impacts presented in this section is based on a study prepared by Alfred
Gobar Associates, titled Bakersfield Gateway Urban Decay Analysis, October
2014 (see Appendix E).
4.1.2 Environmental Setting
4.1.2.1 Regional Character
The project site is located in Bakersfield near the southern end of the San Joaquin
Valley (Valley) and is characterized by flat terrain that ranges in elevation from
about 250 to 450 feet above sea level. Existing development patterns in the
region are generally characteristic of suburban Central Valley and include
regional shopping centers, major arterial freeways and roadways, tract home
developments, and outlying areas of agricultural and rural residential
1 Visual blight related to urban decay is defined as a general deterioration of the urban landscape that is
characterized by long-term building vacancies; poor building maintenance; and increased vandalism, loitering, and
homeless populations. The term visual blight as used in this document is a condition where real property, by reason
of its appearance, is detrimental to the property of others or to the aesthetic value of adjacent properties, or reduces
the aesthetic appearance of the neighborhood or community.
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development. In general, existing development in the Bakersfield region is low-
lying and does not include many high rise or multi-story developments, with the
exception of some areas towards the central business district in downtown
Bakersfield where mid-rise development occurs.
From a geographic standpoint, the surrounding region is framed by tall mountain
ranges to the south, west, and east. The mountains to the south, known as the
Tehachapi Mountains, run east to west between the Coast Ranges to the west and
the Sierra Nevada Mountains to the east. The Tehachapi Mountain elevations
vary from approximately 4,000 to 8,000 feet above sea level and form a barrier
separating the Valley to the northwest from the Mojave Desert to the southeast.
Due to the largely flat, unrelieved terrain that characterizes the Valley, the
mountains are often the most dramatic visual element. Trees are not prominent
visual elements in most views, and most groundcover consists either of
agricultural crops—such as cotton, onions, grapes, or alfalfa—or, more often, of
scrub growth, with prominent areas of bare and disturbed ground. In some
portions of the southern Valley, almond and citrus groves occur. Water features
are not common in the area and constitute relatively modest visual resources. The
Kern River, for example, is the principal water body in proximity to the project
site (approximately 5 miles to the north) but is a relatively inconspicuous visual
element that is identified, when looking across the landscape, by the trees that
grow along its banks.
4.1.2.2 Local Character
The city is located at the southern end of the Valley and serves as the gateway
community to southern California, the Valley, and California’s high desert.
Typical of the southern Valley, the terrain is essentially flat, offering distant
views of the ridgelines of the Tehachapi Mountains to the south, the Coast Range
to the west, and the Sierra Nevada Mountains to the northeast. The nearest scenic
views and vistas to the project site include areas between the Kern River and
Lake Ming, located approximately 15 miles from the project site, and are not
visible. Stretching along Round Mountain Road and Alfred Harrell Highway
between Hart Park (west) and the Kern River Golf Course in northeast
Bakersfield, such vantage points offer impressive panoramic views south and
southwest across the city. Due to the distance and intervening development,
however, only far-off and indistinct views of the project site can be acquired
from such scenic view locations.
The project site is in the southern portion of the city in a setting wherein large
parcels of vacant and agricultural lands are being rapidly converted to typical
urban tract housing and commercial shopping centers. The SR 99 corridor bisects
the city, and this corridor is influenced by commercial and industrial
development, with a modest amount of residential developments bordered by
sound walls adjacent to the highway. Commercial development is expanding
along this corridor to both the north and the south of the city and extends south of
Panama Lane (just north of the project site). The several miles of SR 99 that run
north of the project site are typified by commercial developments, automotive
dealerships, and several hotels, up to five stories in height, immediately adjacent
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to SR 99. The hotels tend to be located near restaurants and retail developments.
The intersection of SR 99 and Panama Lane includes a Walmart Supercenter and
a Lowe’s Home Improvement Center. These existing structures are typically up
to two stories in height.
The terrain near the project site is essentially flat (with a less than 2% grade), and
does not contain significant visual resources such as rock outcroppings, native or
designed landscape elements, or historic buildings. Because of the flat terrain,
dramatic views are not present, and only distant views of mountain ridgelines
offer contrasting visual pattern (line, texture, color, and form) of moderate visual
interest. The Kern Island Canal, which appears to be a drainage ditch, runs just
east of and parallel to the project site along H Street. Areas directly north and
south of the site are vacant graded lots that include ruderal vegetation flat dirt
areas.
4.1.2.3 Onsite Visual Elements
The project site occurs on flat terrain, featuring grades ranging from 0 to 2% or
less and has been used for agricultural cultivation. As previously noted, no visual
resources such as rock outcroppings, groupings of native trees, designed
landscapes, or historic buildings are present on or near the project site. The site is
vacant, with low-growing green scrub and ruderal grasses that are pale green
following rainfall, turning yellow during the dry season.
Project Site Views
Daylight, dusk, or nighttime views of the project site and its visual setting are not
distinctive, and visual quality is low because the viewshed lacks vivid or highly
noticeable features and is characterized by uninteresting and unvaried natural and
human-built landscapes. Distant views of mountain ridgelines are the principal
visual resource in this setting. Such views are easily acquired at present due to
the open setting, although the poor air quality of the region often obscures or
completely blocks these distant views.
Viewer Groups and Viewer Responses
The project site is accessible to the following viewer groups in the vicinity. Their
sensitivity to visual changes in the area is characterized below.
Recreational Users
Few recreational users are present in the vicinity of the project site. The site does
not offer any formal recreational opportunities, although the site is used by off-
road motorcyclists who trespass onto the property. Such visitors to the viewshed
are likely to be accustomed to development and change in the vicinity of the
project site, given that the area is undergoing rapid transition from agricultural
uses to urban uses. Viewer sensitivity is considered low among these
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recreationists because other than distant views of mountain ridgelines, there are
few features present in the viewshed that they are likely to value, and as a result,
they are less likely to be sensitive to visual changes in the foreground landscape.
Residents
Single-family homes occur on the east side of H Street (bordering the project site
to the east). Residents’ views of the project site are precluded by a 6-foot-high
perimeter block wall, which also isolates the homes from the Kern Island Canal
between the residences and H Street. Views of the project site from these one-
story residences are ordinary because of the block wall, and the foreground
features (roadway, the vacant project site, and SR 99) are not vivid. Viewer
sensitivity is considered low among these residents because most do not have a
readily available view of the project site due to the perimeter wall, and almost all
of the houses are single-story. There are approximately seven two-story houses in
which residents on the second story have this typical view of the vacant project
site and SR 99 in the background. There are mountains in the far distance to the
west of the project site (western edge of the southern Valley); however, views are
typically very faint due to the great distance, the generally poor visibility, and the
lower elevations as compared to mountains to the east of the project site.
Approximately 0.25 mile to the north of the project site are eight single-family
residences, the backyards of which face the project site. This view is very similar
to the views of the residents along South H Street, with a canal separating them
from the project site. Viewer sensitivity is considered low among these residents
because they are farther from the project site.
Motorists
The area is bounded by roadways to the east (H Street), south (Hosking Avenue),
and west (SR 99). Currently, much of the land visible from these roads is
dedicated to residential and agricultural uses, or vacant fields. Motorists traveling
along Hosking Avenue and H Street are chiefly commuters and area residents
driving at moderate to fast speeds. Such motorists are likely to have sporadic
glimpses of agricultural lands and of the distant mountain ridgelines but would
not be considered sensitive viewers. The existing visual setting along SR 99
north of the project site is already dominated by large commercial buildings and
multistory hotels, which are similar to the size and scope of the buildings in the
proposed project.
Single views typically are of short duration, except on straighter stretches where
views last slightly longer. Viewer sensitivity is considered low-to-moderate
among these motorists because the passing landscape becomes familiar to them,
and their attention typically focuses on the roadway, roadway signs, and
surrounding traffic. Motorists traveling north on SR 99 would expect a transition
from an open rural setting to an urbanized setting reflective of a large
metropolitan city. Motorists traveling south on SR 99 would expect an opposite
transition from urban development to a rural setting.
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4.1.2.4 Lighting Environment
There are no lights on the vacant project site. Adjacent lighting occurs only along
H Street, Hosking Avenue, and SR 99, primarily in the form of headlights and
sporadic street lights and commercial billboards. Residents to the east of H Street
are currently exposed to low offsite nighttime lighting. There is street lighting in
this residential subdivision. As a large urban setting, the city currently generates
substantial nighttime lighting glare from the existing commercial, residential,
industrial, and vehicle uses. These lighting sources, in conjunction with the poor
air quality, currently minimize the quality of nighttime sky viewing.
4.1.2.5 Economic Environment
This section discusses the local market area and economic character of existing
commercial development within the surrounding project area. It serves as a basis
for evaluating whether the proposed development would create or contribute to
the conditions for urban decay. The summary information presented in this
section is based on the Bakersfield Gateway Urban Decay Analysis (see
Appendix E for full study methodology and results).
Local Economic Character
The local economic character in the vicinity and regional area surrounding the
project site focuses on retail, entertainment and leisure, and lodging services. The
existing baseline conditions for each sector of the economy are described
separately, below. Existing retail in the project vicinity is characterized by two
general types of business: (1) merchandising and (2) entertainment-leisure.
Retail
Retail types include services such as building materials; drugstores; food service;
auto parts and supply; and general merchandise, apparel, furnishing, and other
specialty products (GAFO). Both 2016 and 2019 baseline conditions are
provided for all retail types analyzed, which were selected because Phase I of the
project would be operational in 2016 and Phase II would be operational in 2019.
As shown in Table 4.1-1, there is residual potential (or additional opportunity for
sales in a specific retail type) for all retail types, with the exception of “Drug &
Sundries,” “Food & Beverage,” and “Auto Tires, Batteries, Accessories-
Maintenance” uses, none of which have any residual potential. Information for
“Consumer-Entertainment Services” is not available.
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Table 4.1-1. Baseline Residual Potential for Retail Types
Retail Types
Residual Potential $
(millions)
2016
(Phase I)
2019
(Phases I & II)
GAFO Total 545,226 609,464
General Merchandising 17,064 18,365
Apparel & Accessories 109,327 121,635
Furniture & Household Appliances 138,847 154,184
Other Specialty – Miscellaneous Retail 279,988 315,280
Building Materials 38,540 43,402
Drug & Sundries 0 0
Food & Beverage 0 0
Eating & Drinking 213,922 240,912
Auto Tires, Batteries, Accessories-Maintenance 0 0
Consumer-Entertainment Services N/A N/A
Total 797,688 893,778
Source: Appendix E.
Entertainment and Leisure
Entertainment and leisure types include finance/banking, cinemas, and fitness
uses. A 2016 baseline was used to identify the anticipated amount of residual
potential for both multi-screen cinemas and a health club/fitness center during
Phase I. There is residual potential for 24 additional movie screens and up to
about 6,700 additional health club/fitness center members, or two clubs.
Lodging
Lodging types include midscale and upscale hotels, which are defined based on
the per room per night average. Upscale hotel rooms are estimated at about $102
per night in the area, while midscale hotel rooms are estimated at about $57 per
night. The analysis of lodging potential reviewed 62 existing hotels in the
Metropolitan Bakersfield area. There is residual potential for an additional 196
midscale and 306 upscale hotel rooms in 2016, and 487 midscale and 534 upscale
hotel rooms in 2019.
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4.1.3 Applicable Regulations
4.1.3.1 Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan (MBGP) sets forth policies and goals
for aesthetic resources and commercial development. Those related to the
proposed project are listed below (City of Bakersfield and Kern County 2002).
Chapter II, Land Use Element
Establish a built environment that achieves a compatible functional and
visual relationship among individual building and sites.
Encourage a separation of at least 0.5 mile between new commercial
designations.
Require that commercial development provide design features such as screen
walls, landscaping and height, setback, and lighting restrictions between the
boundaries of adjacent residential land use designations so as to reduce
impacts on residences due to noise, traffic, parking, and differences in scale.
Landscape street frontages along all new commercial development.
Require new large retail commercial development projects to evaluate urban
decay impacts on existing commercial uses as set forth in the implementation
measures.
Chapter III, Circulation Element
Provide and maintain landscaping on both sides and in the median of arterial
streets within incorporated areas.
Provide and maintain landscaping on both sides of collector streets.
Chapter X, Public Services and Facilities Element
Require developers to install street lighting in all new developments in
accord with adopted city standards and county policies.
The MBGP also provides specific policies for commercial development related to
design features such as light restrictions in order to reduce impacts on adjacent
residences. In general, when designing projects that are subject to development
review, applicants must include methods of minimizing direct light and glare
impacts on neighboring properties. Lighting hoods and other methods should be
employed for directing light downward. These restrictions apply to—but are not
limited to—lighting for parking areas and other types of large-scale onsite
lighting. Compliance would be ensured by conditions of approval attached to
discretionary development permits.
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4.1.3.2 City of Bakersfield Municipal Code
The City’s municipal code addresses specific issues regarding lighting and urban
decay. Codes relevant to the proposed project are discussed below.
Lighting
Specific zoning ordinances in the City of Bakersfield Municipal Code address
lighting standards for parking lots and sign illumination. Lighting should be
designed so that light is reflected away from adjacent residential properties and
streets by using glare shields or baffles to reduce glare and control backlight. In
addition, in regard to sign illumination, floodlighting is permitted when such
lighting is installed on private property or property maintained by a maintenance
district, and is hooded or shielded so that the light source is not a nuisance or
detrimental to persons viewing the area, or would not affect or interfere with
vehicular traffic, pedestrians, or adjacent properties in any manner (City of
Bakersfield Municipal Code 17.60.060, 2007).
Visual Blight
The City’s municipal code extensively regulates actions that have the potential to
contribute to visual blight, including deferred maintenance, graffiti, vandalism,
boarded windows and doors, broken sidewalks, dead landscaping, refuse
dumping, illegal vehicle parking, and similar signs of deterioration. Enforcement
is provided by the Code Enforcement Department, and violations by a landowner
may be prosecuted as a criminal misdemeanor. Violations are subject to “strict
liability,” meaning that the City need only prove the known existence of facts
that constitute the violation of the code sections in order to obtain a conviction.
The City can also enforce these code provisions through nuisance abatement and
other civil enforcement mechanisms (Municipal Code Section 1.40.010). Code
sections related to urban decay are described below.
Section 8.27.010
It is unlawful and a public nuisance for any person having charge or possession
of property in the city to maintain property in a manner that any of the following
conditions exist, except as it is allowed by Title 17 of this code:
A. Any building or structure that has been partially destroyed for at least
6 months to the extent of more than 25% of the value of the building or left
in an unreasonable state of partial construction.
B. Any doorway, window or other opening not closed and maintained.
C. Any broken window constituting a hazardous condition and facilitating
trespass or malicious mischief.
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D. Overgrown, dead, decayed, diseased or hazardous trees, weeds and other
vegetation.
E. Any building exterior, wall, fence, driveway, sidewalk, or walkway which is
maintained in such condition of deterioration or disrepair as to be unsafe or
which is so defaced as to substantially detract from the appearance of the
immediate neighborhood.
H. Lumber, junk, trash, debris or salvage materials visible from a public right-
of-way.
Section 8.28.010
Property owners are responsible to ensure that their properties do not become
overgrown with weed growth.
Section 8.80.010A
Property owners are responsible to abate any public nuisance defined under the
Bakersfield Municipal Code existing upon that property and the abutting half of
the street and/or alley.
Section 8.80.010C
Any property owner who fails to abate a public nuisance within the time
prescribed in any notice or order provided will be charged with the cost of
inspection.
Section 12.40.050
It is made the duty of property owners to properly take care of all trees, shrubs
and plants within any parkway or public place immediately adjacent to their
respective real properties.
Section 17.08.140C2
All building facades must include no less than three of the following design
elements, one of which shall occur horizontally: (1) color change; (2) texture
change; (3) materials change; or (4) an expression of architectural or structural
bays through ha change in plan no less than 12 inches in width, such as an offset,
reveal or projecting rib, or other architecturally appropriate feature. All elements
shall occur at intervals of no more than 30 feet.
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Section 17.08.140C3
Where large retail developments contain smaller additional, separately owned
stores that occupy less than twenty-five thousand square feet of gross floor area
with separate, exterior customer entrances, the street level façade of such stores
shall be transparent between the height of three feet and eight feet above the
walkway grade for no less than sixty percent of the horizontal length of the
building of such additional stores. Windows shall be recessed and include
visually prominent sills, shutters, or other such forms of framing.
Section 17.08.140C4
In multiple building developments, each individual building shall include
prominent architectural characteristics shared by all buildings in the center so
that the development forms a cohesive sense of place.
Section 17.08.140C5
Rooflines shall be varied with a change in height every one hundred linear feet of
the building length. Parapets, mansard roofs, gable roofs, hip roofs, or dormers
shall be used to conceal flat roofs and roof top equipment from public view.
Alternating lengths and designs of the roofline are acceptable. If parapets are
used, they shall not at any point exceed one-third of the height of the supporting
wall. All parapets shall feature three-dimensional cornice treatment.
Section 17.08.140C6
Exterior building materials shall be high quality materials, including, but not
limited to, brick, sandstone, and other native stone, manufactured stone
(realistic), wood, glass, decorative metal elements, and tinted/textured concrete
masonry units, including stucco and synthetic stucco-type materials.
Section 17.08.140C7
Primary façade colors shall be low reflectance, subtle colors over primary, bold
or dramatic colors. The use of reflective metallic or fluorescent colors is
discouraged. However, building trim and accent areas may feature brighter
colors, including primary colors. Paint applied over brick, stone and concrete is
prohibited.
Section 17.08.140C8
Finished exterior building materials shall not include smooth-faced concrete
block, tilt-up concrete panels or prefabricated steel panels.
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Section 17.08.140C9 (Entryways)
a. At least two sides of a large retail development shall feature customer
entrances. The two required sides shall be those planned to have the highest
level of public pedestrian activity. One of the sides shall be that which most
directly faces a primary public or private street with pedestrian access. The
other may face a second street with pedestrian access or the main parking lot
area if there is no second street. All entrances shall be architecturally
prominent and clearly visible from the abutting public street.
b. Public entrances must include architectural elements that emphasize the
entry. Each large retail development on a site shall have clearly defined,
highly visible customer entrances featuring no less than three of the
following:
i. Canopies or porticos;
ii. Overhangs;
iii. Recesses/projections;
iv. Arcades;
v. Raised corniced parapets over the door;
vi. Peaked roof forms or towers;
vii. Arches;
viii. Plazas or outdoor patios;
ix. Display windows;
x. Fountains or other water features;
xi. Architectural details such as tile work and moldings that are integrated
into the building structure and design;
xii. Integral planters or wing walls that incorporate landscaped areas and/or
places for sitting.
c. Where additional stores will be located in the large retail development, each
such store shall have at least one exterior customer entrance, which shall
conform to the above requirements.
d. Weather protection elements shall be provided at all public entrances.
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Section 17.08.140D (Parking Lot Design)
1. No more than sixty percent of the off-street parking area for the entire area of
land devoted to the large retail development shall be located between the
front façade of the large retail development and the abutting streets unless the
parking lots are screened from view by other freestanding pad buildings, or
enhanced landscaping features with trees that incorporates berms at least
three feet high, plazas, water elements, or other such features that diminish
the visual impression of a mass parking lot from the public right-of-ways.
2. Parking lots shall be divided into sections of two hundred spaces or less with
internal pedestrian walkways, buildings or landscaped open areas. Pedestrian
ways shall be subject to the provisions of subsection E of this section.
3. Areas for bicycle parking shall be provided throughout the center and shall
not interfere with pedestrian walkways.
4. If shopping carts are to be provided, cart corrals shall be installed and
generally distributed across parking area.
Section 17.08.140E (Pedestrian Circulation)
1. Meandering sidewalks at least six feet in width shall be provided along all
sides of the large retail development that abuts a public street.
2. Continuous internal pedestrian walkways, no less than six feet in width, shall
be provided from a public sidewalk or right-of-way to the principal customer
entrances of all large retail developments on the site, including all
freestanding pad buildings. Pedestrian walkways shall link all buildings in
the development. At a minimum, walkways shall connect focal points of
pedestrian activity such as, but not limited to, transit stops, street crossings,
building and store entry points, and shall feature adjoining landscaped areas
that include trees, shrubs, benches, flower beds, ground covers or other such
materials for no less than fifty percent of the length of the walkway. Use of
decorative arbors, freestanding arcades or other weather protection structures
is permitted.
3. Sidewalks, no less than six feet in width, shall be provided along the full
length of the building along any façade featuring a customer entrance, and
along any façade abutting public parking areas. Such sidewalks shall be
located at least six feet from the façade of the building to provide planting
beds for foundation landscaping, except where features such as arcades or
entryways are part of the façade.
4. All internal pedestrian walkways shall be clearly distinguished from driving
surfaces using durable, low maintenance surface materials such as pavers,
bricks or scored concrete to enhance pedestrian safety and comfort, as well as
the attractiveness of the walkways.
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5. Parked vehicles shall not overhang into any pedestrian walkways.
6. Pedestrian access to adjacent residential neighborhoods shall be provided
where local streets abut the project. This access shall connect directly to focal
points in the project such as, but not limited to, community/public spaces,
main building or store entries, or transit stops without traversing through
loading areas, buildings rears, etc. These pedestrian walkways shall be
clearly distinguished from driving surfaces using durable, low maintenance
surface materials such as pavers, bricks or scored concrete to enhance
pedestrian safety and comfort, as well as the attractiveness of the walkways.
Section 17.08.140F (Central Features and Community
Space)
Each retail establishment subject to the standards in this section shall contribute
to the establishment or enhancement of community and public spaces by
providing at least two of the following:
1. Pedestrian plaza or patio with seating;
2. Transportation/transit center;
3. Covered window shopping walkway along at least seventy-five percent of
primary building;
4. Outdoor playground area;
5. Water feature;
6. Clock tower;
7. Any other such deliberately shaped area and/or focal feature or amenity that
enhances the community and public spaces of the center.
Any such areas shall have direct access to the public sidewalk network and such
features shall not be constructed of materials that are inferior to the principal
materials of the building and landscape.
Section 17.08.140G (Delivery/Loading and Solid Waste
Operations)
1. No delivery, loading, trash removal or compaction, or other such operations shall
be within thirty feet of any properties zoned or developed with residential uses.
2. In addition to compliance with the noise level performance standards table in the
noise element of the metropolitan general plan for exterior daytime/nighttime
exterior noise levels, other than trash removal by the city or its contractors, all
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loading, unloading, delivery, private refuse collection and related operations shall
not be permitted between the hours of 10:00 pm and 7:00 am adjacent to any land
zoned or developed with residential uses. These activities may occur if the
developer submits evidence to the city that sound mitigation will reduce the noise
generated by such operations to less than three dBA above the measured
background noise level at the same period for any three continuous minutes in
any hour during the operation as measured at the property line adjacent to said
residential lands. Evidence of compliance must include background data (without
the subject equipment operating) at said property line for the subject period,
modeling results or test data from the proposed equipment, or noise data gathered
from a similar location if approved by the city.
3. Loading docks shall include separate walls for noise attenuation adjacent to
residential areas and be screened with landscaping so they are not visible from
said residential areas or public streets.
4. Trash pickup areas shall not be visible from public streets unless the enclosure
areas are architecturally designed matching the design of the center.
Section 17.08.140H (Storage, Seasonal Sales,
Miscellaneous)
1. Storage of materials and merchandise is prohibited unless screened with in
accordance with this title, including use of landscaping. Vending equipment and
shopping cart storage areas must be screened from public view and not impede
pedestrian ways.
2. Seasonal sales of merchandise shall not be permitted in any required parking area
but shall be within a screened area dedicated for such use.
3. Truck trailers shall not remain on the site for more than forty-eight hours
(loading and unloading only). Truck or trailer storage, or use of trailers for
product storage is prohibited.
4. Metal storage containers as defined in Section 17.04.464 and any other portable
storage containers for permanent or temporary use, except for construction and/or
remodeling purposes, are prohibited.
Section 17.61.040A
All plants on a property must be kept in a healthy condition.
Section 17.61.040B
Landscape structural features shall be maintained in sound structural and
attractive condition.
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4.1.4 Impacts and Mitigation
Visual impacts associated with the proposed project are presented by comparing
the existing economic and visual character conditions on site and in the
surrounding area to those anticipated from the proposed project. Visual blight
impacts associated with urban decay are evaluated based on the anticipated
impacts of the proposed project on the local market area economy (such as
market saturation and the resulting store closures) and how these impacts may
lead to visible signs of urban decay.
4.1.4.1 Methodology
Visual Resource Impacts
The methodology used to assess visual resource impacts from the proposed
project includes the following steps:
Objectively identify the visual features (visual resources) in the project site
viewshed.
Assess the character and quality of those resources relative to overall
regional visual character.
Visual Character. The natural and artificial elements within a viewpoint
that compose the character of an area or specific view. Character is
influenced by geologic, topographic, hydrologic, botanical, wildlife,
recreation, and urban features. Urban features include those conditions
associated with landscape settlements and development, including roads,
utilities, structures, earthworks, recreation, and urban features. The basic
components used to describe visual character of most visual assessments
are the elements of form, line, color, and texture of the landscape
patterns. The appearance of the landscape is described in terms of the
dominance of each of these components.
Visual Quality. The sum of the concepts of vividness, intactness, and
unity culminate to create the overall visual quality from a specific
viewpoint.
Vividness. The visual power or memorability of landscape components
as they combine in striking and distinctive visual patterns.
Intactness. The visual integrity of the natural and human-built landscape
and its freedom from encroaching elements.
Unity. The visual coherence and compositional harmony of the
landscape considered as a whole.
Identify the importance to people, or sensitivity, of views of visual resources
in the viewshed.
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By establishing the baseline (existing) conditions, a proposed project or other
change to the viewshed can be objectively evaluated for its degree of impact. The
degree of impact depends both on the magnitude of change in the visual resource
(i.e., visual character and quality) and on viewers’ responses to and concern for
those changes. The potential impacts associated with the proposed project are
evaluated on a qualitative basis by comparing the anticipated project impacts
with the existing light and commercial retail environment. The change in the
visual environment is significant if any effect described under the criteria below
occurs. The evaluation of project impacts is based on professional judgment,
analysis of the City’s visual resource policies, and the significance criteria
established by Appendix G of the State CEQA Guidelines, which the City has
determined to be appropriate criteria for this DEIR.
Visual Blight Related to Urban Decay Impacts
Visual blight related to urban decay could occur as an end product of a chain
reaction of store closures and long-term vacancies that result in the physical
decay of existing retail developments in surrounding areas of the Metropolitan
Bakersfield area. “Urban decay” is defined as physical conditions brought on by
prolonged vacancy that include, but are not limited to, the deterioration of
buildings and parking lots that create a haven for litter, graffiti, vandalism,
loitering, and homeless populations. Some clearly visible manifestations of urban
decay include plywood-boarded doors and windows; long-term unauthorized
parking and abandoned vehicles; broken glass and debris littering the site;
severely eroded parking surfaces and broken parking-circulation barriers; dead
trees and shrubs accompanied by weeds; substantial lack of building
maintenance; graffiti and evidence of gang and other illicit activity; homeless
encampments; and unsightly fencing used to cordon off buildings and storefront
entrances.
To determine the potential for the proposed project to disturb other similar
businesses in the area and contribute to urban decay and resulting visual blight,
several factors were utilized in the economic-urban decay study (Appendix E).
To determine if impacts would be potentially significant, two analyses were
completed, including residual potential and operating resiliency tests. If a project
exceeds and does not meet the requirements of both tests, a third test was
completed to determine the duration a failed business would remain as a vacant
building and the likelihood that the vacancies would bring about significant
urban decay of existing retail and lodging facilities. If the anticipated vacancy
would continue for a prolonged period of time, then a potentially significant
environment effect related to visual blight could occur as a result of urban decay.
These analyses tests are defined as follows and discussed thoroughly in
Appendix E.
1. Residual potential. This test analyzes market potential not captured by
existing retailers and lodging facilities. If a project would absorb more than
100% of the residual potential for a given market, other similar businesses
would experience a reduction in sales.
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2. Operating resiliency. This test considers the sales impact of a project on
existing retailers and lodging facilities. Specifically, this test considers past
annual average sales decrease percentages and the duration that similar
businesses remained open with decreased sales.
3. Retail vacancy. This test considers the duration for a failed business to
remain as a vacant building and the likelihood that the vacancies would bring
about significant urban decay of existing retail and lodging facilities.
4.1.4.2 Criteria for Determining Significance
Criteria for determining the significance of impacts related to aesthetics are based
on criteria contained in Appendix G of the State CEQA Guidelines. The
proposed project could have a significant impact on the environment if it would
result in any of the following.
a) Have a substantial adverse effect on a scenic vista.
b) Substantially damage scenic resources, including, but not limited to, trees,
rock outcroppings, and historic buildings within a state scenic highway.
c) Substantially degrade the existing visual character or quality of the site and
its surroundings.
d) Create a new source of substantial light or glare which would adversely
affect day or nighttime views in the area.
Thresholds a and b were evaluated during the initial study process and were
determined to result in less-than-significant impacts on scenic vistas and scenic
resources, respectively. As such, these impacts are not further evaluated below.
For a detailed discussion of these impacts, refer to Appendix A.
4.1.4.3 Project Impacts
Impact AUD-1. The proposed project would not
substantially degrade the existing visual character or
quality of the site and its surroundings.
The impacts related to aesthetics are discussed separately for construction and
operational effects below, including the potential for urban decay and blight to
occur as a result of new commercial uses associated with the project. Appendix E
provides a more detailed discussion of the potential impacts of the proposed
project related to urban decay and blight.
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Construction
The current visual setting is composed of vacant land covered with ruderal
plants, adjoined by an approximately 60-acre vacant lot to the north (identical
visual setting), single-family residential development to the east that is partially
screened from the project site by an estimated 6-foot-tall concrete masonry
screening wall, a freeway (SR 99) to the west, and Hosking Avenue to the south.
Additional vacant land lies slightly farther south of Hosking Avenue. Because the
visual setting does not contain significant visual resources, the construction
process—which would entail excavation and earth-moving activities and the
temporary introduction of construction vehicles and equipment to the area—
would not significantly alter or degrade the existing visual character or quality of
the visual setting for residents, motorists, or recreational users passing through on
their way to other destinations. Construction activities have been a frequent
occurrence in this area of the city as residential and urban development projects
have continued to occur and passersby and motorists are accustomed to these
activities.
Operation
No significant visual resources occur on site or in the vicinity of the project site
as part of the visual setting. The proposed project involves operation of a retail
shopping center and a hotel in a setting that is rapidly transitioning from large
parcels of vacant land and agricultural acreage to residential and commercial
development. The project applicant intends to provide numerous design measures
to enhance visual appeal, including extensive landscaping and architectural
features. For example, the design emphasizes pedestrian movement and
appealing congregating areas, and includes a pedestrian shopping promenade and
an entertainment plaza (lifestyle center) located roughly in the center of the
project site. Generous sidewalks and landscaping, pedestrian arcades, and
trellises would connect the larger tenants. The pedestrian shopping promenade
and entertainment plaza would be enhanced by water features, dining patios,
covered arcades, and landscaping. The proposed project would include detailed
paving design with extensive use of shade trees. Water features and shading
devices, with both Mexican-tiled roofs and flying metal sheds, would be used in
opposition to each other to create a dynamic cityscape. Covered arcades would
lead to open plazas and trellises. Construction material would be smooth stucco
on the larger buildings and the small retail shops. Column covers and extensive
use of green screen would also be employed. Lights would be strung above the
shoppers’ heads in the pedestrian shopping promenade’s Main Street. Outdoor
gas fireplaces would mark seating locations for enjoyment at night.
A substantive difference between the aesthetic character of existing
developments and the proposed project would be provided by the extensive
landscaping and blended architecture in the proposed project, both of which are
commonly absent in the existing commercial and industrial developments along
SR 99.
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The project proposes one- and two-story commercial buildings that would be in
scale with the existing buildings in commercial developments along SR 99 to the
north. The proposed multistory hotel would be consistent with the existing size
and design of hotels along SR 99 to the north of the project site, so the proposed
project would be a continuation of the existing visual setting. The proposed
project would include architectural treatments (forms, colors, and materials)
compatible with other commercial and residential development in the setting.
The proposed project would not substantially alter or degrade visual character or
quality for area residents, nor would it substantially impact the character for
motorists or recreational users passing through town to distant locations.
Urban Decay and Blight
The potential for the proposed project to contribute to urban decay and blight and
result in a substantial degradation of the existing character of the Metropolitan
Bakersfield area is analyzed below by type and includes retail, entertainment and
leisure, and lodging uses.
Retail
Implementation of the proposed project would introduce some retail types that
would divert sales from existing businesses in the area to the proposed project;
however, this shift is not anticipated to result in significant aesthetics impacts as
a result of urban decay and blight, and no mitigation measures would be required.
The proposed project would result in the addition of new regional-oriented retail
uses over two phases and would constitute the third largest retail center in the
Metropolitan Bakersfield area. Phase I would occur in 2016 and would involve
the development of 462,000 square feet of retail space with a mix of retail types.
Phase II would occur in 2019 and would involve an additional 338,000 square
feet of retail space. With the combined introduction of 800,000 square feet of
new retail uses, it is anticipated that other regional retailers would experience
some shift in sales from their businesses to the proposed new businesses
associated with the project.
The proposed project includes a variety of retail types, as shown in Table 4.1-2.
Two retail types; “General Merchandising” and “Auto Tires, Batteries,
Accessories-Maintenance,” would exceed the existing residual sales potential in
the Metropolitan Bakersfield area. None of the other retail types would capture
100% or more of the existing residual retail potential in the area. As a result, the
resiliency of these two retail types is considered relative to existing store sales
and the amount of time needed to recover lost sales. Based on the study prepared
by Alfred Gobar Associates (Appendix E), “General Merchandising” sales in the
project area declined between 3 and 7% per year for 2–3 consecutive years
without widespread business failure between 1990 and the present. Similarly,
“Auto Tires, Batteries, Accessories-Maintenance” sales in the area declined
between 3 and 5% per year for 2–3 consecutive years without widespread
business failure. As shown in Table 4.1-3, the anticipated shift in sales and
expected period of recovery back to existing sales for both “General
Merchandising” and “Auto Tires, Batteries, Accessories-Maintenance” would not
exceed a 1.8% drop in sales, and the recovery time would be 7 months or less.
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Because businesses in the area within these two retail types have experienced
greater losses in sales for longer periods of time and not failed, it is reasonable to
expect that the proposed project would not cause widespread business failure or
result in protracted vacancy risk. As such, impacts related to the introduction of
additional “General Merchandising” and “Auto Tires, Batteries, Accessories-
Maintenance” retail types would not be significant, and the potential for urban
decay and blight impacts would be less than significant.
Table 4.1-2. Residual Potential for Retail with the Project – Phase I
Retail Type
($ millions) Project %
of
Residual
Potential
Greater
than
100%?
Residual
Potential
Residual
Potential
GAFO Total 545,226 62,028 11 N
General Merchandising 17,064 6,420 38 N
Apparel & Accessories 109,327 14,812 14 N
Furniture & Household Appliances 138,847 3,744 3 N
Other Specialty- Miscellaneous Retail 279,988 37,052 13 N
Building Materials 38,540 36,480 95 N
Drug & Sundries 0 0 -- N
Food & Beverage 0 0 -- N
Eating & Drinking 213,922 10,800 5 N
Auto Tires, Batteries, Accessories-Maintenance 0 2,540 -- N
Consumer-Entertainment Services -- 6,542 -- N
Total 797,688 118,390 15 N
Source: Appendix E.
Table 4.1-3. Residual Potential for Retail with the Project – Phases I and II
Retail Type
($ millions) Project %
of Residual
Potential
Greater
than
100%?
Residual
Potential
Project
Contribution
GAFO Total 609,464 153,496 25 N
General Merchandising 18,365 32,400 >100 Y
Apparel & Accessories 121,635 30,544 25 N
Furniture & Household Appliances 154,184 19,320 13 N
Other Specialty- Miscellaneous Retail 315,280 71,232 23 N
Building Materials 43,402 36,960 85 N
Drug & Sundries 0 0 -- N
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Retail Type
($ millions) Project %
of Residual
Potential
Greater
than
100%?
Residual
Potential
Project
Contribution
Food & Beverage 0 0 -- N
Eating & Drinking 240,912 18,270 8 N
Auto Tires, Batteries, Accessories-
Maintenance 0 2,580 >100 Y
Consumer-Entertainment Services - 6,740 - N
Total 893,778 218,046 24 N
Source: Appendix E.
Entertainment and Leisure
Implementation of the proposed project would introduce two entertainment and
leisure types that would divert sales from existing businesses in the area to the
proposed project; however, this shift is not anticipated to result in significant
aesthetics impacts as a result of urban decay and blight, and no mitigation
measures would be required.
The proposed project would result in the addition of new cinema and health uses
during the first phase. With the introduction of 16 movie screens and 48,600
square feet of health and fitness centers, it is anticipated that other regional
entertainment and leisure types would experience some shift in sales from their
businesses to the proposed new businesses associated with the project.
As shown below in Table 4.1-4, the existing residual potential for both proposed
entertainment and leisure type uses exceeds the amount of uses included with the
proposed project and would not exceed the full residual potential. While existing
business would likely be affected by the proposed project related to
entertainment and leisure type uses, impacts would not cause sales to shift from
other similar businesses, and widespread business failure and resulting vacancies
would not occur as a result of the proposed project. Impacts would be less than
significant, and mitigation is not required.
Table 4.1-4. Residual Potential for Entertainment and Leisure with the Project
Entertainment and Leisure
Type
Residual
Potential
Project
Contribution
Project % of
Residual
Potential
Greater
than
100%?
Multi-Screen Cinema 24 screens 14–16 screens 67 N
Health Club/Fitness Center 6,700 members 2,000 members 30 N
Source: Appendix E.
Lodging
Implementation of the proposed project would introduce two types of lodging
uses—midscale and upscale lodging—and would result in some increased
competition with existing businesses; however, this shift is not anticipated to
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result in significant aesthetics impacts as a result of urban decay and blight, and
no mitigation measures would be required. The proposed project would result in
the addition of 240 hotel rooms (120 upscale and 120 midscale) during the first
phase. With the introduction of 240 hotel rooms, it is anticipated that other
regional entertainment and leisure types would experience some shift in sales
from their businesses to the proposed new businesses associated with the project.
As shown below in Table 4.1-5, the existing residual potential for hotel rooms
exceeds the amount of rooms included with the proposed project and would not
exceed the full residual potential. Although existing businesses would likely be
affected by the proposed project related to lodging uses, impacts would not cause
sales to shift from other similar lodging businesses, and widespread business
failure and resulting vacancies would not occur as a result of the proposed
project. Impacts would be less than significant, and mitigation is not required.
Table 4.1-5. Residual Potential for Lodging with the Project
Lodging Type
Rooms Project % of
Residual
Potential
Greater
than 100%?
Residual
Potential
Project
Contribution
Midscale 534 120 22 N
Upscale 487 120 25 N
Source: Appendix E.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact AUD-2. The proposed project would create a
new source of substantial light or glare which would
adversely affect day or nighttime views in the area.
The impacts related to aesthetics are discussed separately for construction and
operational effects below.
Construction
No significant visual resources on the project site would be adversely affected by
the daytime construction activities. Nighttime construction at the site is not
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proposed; therefore, nighttime views of the areas would not be significantly
affected. There would be no light and glare related to construction activities.
Operation
Implementation of the proposed project would result in impacts from an increase
in nighttime lighting; however, because significant visual resources are not
present and current residents have a very poor view or no view at all, the
proposed project would not significantly affect nighttime views in the area. Two
major causes of ambient light pollution that could be generated by the proposed
project are glare and spill light. Glare occurs when a person’s eyes register a
bright object against a dark background, such as experienced from oncoming
headlights while driving. Spill light is caused by misdirected light.
As part of the proposed project, a number of new lighting sources would be
introduced on the project site. These would include various internally illuminated
or indirectly illuminated business wall signs, internally illuminated shopping
center entrance pylon signs, and shielded, downward-directed parking lot pole
lighting. During nighttime operations, headlights from the parking lots and from
the increased traffic along South H Street and Hosking Avenue would be a
common light source. Some light also would emanate from the business interiors
through windows and entrances. In addition, for nighttime safety purposes,
limited downward-directed exterior wall lighting is likely to be proposed at
building corners and in the rear loading areas. The only residents who would
directly view the new sources of lighting are inhabitants of the second story of
seven two-story homes on the east side of South H Street. Other residents would
not view the direct new lighting sources due to the existing 6-foot perimeter wall
that separates the lots from the Kern Island Canal.
In accordance with the goals and policies previously outlined, lights would be
focused downward and would not be directed offsite. As part of the proposed
project, light fixtures would be aimed and adjusted as necessary, and reflector
shields, louvers, and hoods would be installed to reduce glare. These measures, in
addition to using directional lighting, would minimize light pollution, and would
direct light away from adjacent properties and road rights-of-way. A lighting plan
would be required for the proposed project, as detailed in the City’s zoning
ordinance. In its review of the lighting plan, the City would stipulate what
lighting standards would be applied to the entire proposed project. Compliance
with the City’s light standards would avoid significantly adverse lighting
impacts. Implementation of the following mitigation measure, however, would
ensure that impacts remain less than significant.
Mitigation Measures
MM AUD-1. Prior to the issuance of building permits, the project proponent
shall provide evidence the City of Bakersfield Planning Division to demonstrate
compliance with the following:
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(a) Minimize Spill Light. All onsite lighting standards and exterior luminaries
shall be fitted with filtering louvers, hoods and/or similar technology to
minimize spill light to adjacent properties and to reduce light from emitting
above the horizontal plane of individual light fixtures.
MM AUD-2. Prior to the issuance of the final Certificate of Occupancy for each
Phase of development, the project proponent shall provide evidence to the City of
Bakersfield Planning Division to demonstrate compliance with the following:
(a) Ensure Fixtures Properly Configured. The project proponent shall ensure
that a nighttime evaluation is conducted by a qualified professional to ensure
that spillover light and glare are avoided, and shall make adjustments if
needed to fixture configuration to ensure that spill over light is minimized.
The project proponent shall provide a copy of the final testing results to the
City of Bakersfield for review.
Level of Significance after Mitigation
Impacts would be less than significant.
4.1.4.4 Cumulative Impacts
Impacts on visual and aesthetic resources are typically limited to a given site or
viewshed because a project’s changes to the landscape are fairly localized.
Exceptions may occur if there are impacts on scenic vistas or areas that are
visible from far distances, or if the proposed project has the potential to affect
aesthetics over a wider geographic area.
A number of development projects are proposed in both the City and Kern
County land adjacent to and within the vicinity of the proposed project area. The
cumulative aesthetic impact from development of these projects would
substantially change the visual landscape from primarily rural to more suburban
in character, such as the approved health club and convenience market on
Panama Lane, a trailer sales/shop building on Silver Dollar Way, several
religious facilities in the surrounding area, and a 6,000-square-foot warehouse
building. The area surrounding the project is transitioning from extensive
agricultural use to primarily residential and commercial uses that are typical of an
urban setting. However, the conversion of land from one type of use to another
does not necessarily constitute a significant impact.
As discussed in Section 4.9, Land Use and Planning, of this DEIR, the proposed
project is consistent with land use plans and policies. Additionally, the proposed
project site and its surrounding area do not contain scenic resources, such as hills,
canyons, or other unique topographic features, and are not located in the vicinity
of designated or eligible scenic highways; therefore, the project would not
contribute to cumulative impacts on these kinds of resources. New development
in the area will undergo thorough development review by the City and Kern
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County, which requires visual amenities to be integrated into architectural
elements and landscaping.
Cumulative projects would also contribute to an increase in the general lighting
environment through the introduction of new streetlights, commercial signs,
parking lot lighting, and general security lighting. Additionally, other projects in
the region could include sports parks with nighttime field lighting. Each
cumulative project would be required to comply with the City’s and Kern
County’s lighting standards to minimize light pollution, spill light, and glare,
which would reduce impacts from these areas to less-than-significant levels.
Therefore, the cumulative contribution from the proposed project would not be
considerable.
The cumulative impact analysis related to potential urban blight from urban
decay was conducted by Alfred Gobar Associates by collecting future retail and
lodging developments contemplated in the Bakersfield area. Present and future
cumulative retail development in the area is estimated at about 2.08 million
square feet; however, the cumulative market demand for retail is anticipated to
exceed the supply by about 1.94 million square feet. As such, cumulative impacts
related to retail would remain less than significant.
With respect to the cumulative effect on lodging facilities, only one known future
unscheduled lodging facility is contemplated within the Metropolitan Bakersfield
area. The unscheduled future project is contemplated as a 104-room upper-
midscale facility in the Oildale area. If developed, it is likely this future hotel
would compete for a share of upscale lodging potential. The market outlook for
upscale lodging in the Metropolitan Bakersfield area indicates another
475 upscale rooms could be added to the supply of upscale hotels by 2019
without adversely affecting precedent sales performance of existing facilities
(2,323 existing upscale rooms in 18 hotel facilities). It is anticipated that lodging
activity within the Bakersfield Gateway Center will include a 120-room facility
targeting an upscale lodging experience and a 120-room facility targeting a
midscale-economy lodging experience. Assuming all 240 rooms hosted within
the project compete for upscale lodging support, enough residual potential is
indicated by 2019 to add 240 upscale rooms within the project and another 104
upscale rooms at the Oildale location (344 rooms total) without adversely
affecting occupancy performance within existing hotels. Therefore, the project’s
contribution to cumulative aesthetic impacts would be less than cumulatively
considerable.
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Section 4.2
Air Quality
4.2.1 Introduction
This section describes the environmental and regulatory setting for air quality. It
also describes impacts on air quality that would result from implementation of
the proposed project and identifies mitigation for significant impacts. Impacts
related to greenhouse gases and climate change are described in Section 4.6,
Greenhouse Gas Emissions.
4.2.2 Environmental Setting
4.2.2.1 Regional Climate and Meteorology
The project area is in the San Joaquin Valley Air Basin (SJVAB) portion of
Kern County. The most significant single control on the weather pattern of the
San Joaquin Valley is the semi-permanent subtropical high-pressure cell, referred
to as the “Pacific High.” During the summer, the Pacific High is positioned off
the coast of northern California, diverting ocean-derived storms to the north;
hence, the summer months are virtually rainless. During the winter the Pacific
High moves southward, allowing storms to pass through the San Joaquin Valley.
Almost all of the precipitation expected during a given year occurs from
December through April. During the summer, the predominant surface winds are
out of the northwest. Air enters the valley through the Carquinez strait and flows
toward the Tehachapi Mountains. This up-valley (northwesterly) wind flow is
interrupted in early fall by the emergence of nocturnal, down-valley
(southeasterly) winds, which become progressively more predominant as winter
approaches. Wind speeds are generally highest during the spring and lightest in
fall and winter. The relatively cool air flowing through the Carquinez strait is
warmed on its journey south through the valley, resulting in an average high
temperature during the summer of nearly 100 degrees Fahrenheit (°F) in the
southern end of the valley. Relative humidity during the summer is quite low,
causing large diurnal temperature variations. Temperatures during the summer
often drop into the upper 60s. In winter, the average high temperatures reach into
the mid-50s and the average low drops to the mid-30s. In addition, another high-
pressure cell, known as the “Great Basin High,” develops east of the Sierra
Nevada Mountain Range during winter. When this cell is weak, a layer of cool,
damp air becomes trapped in the basin and extensive fog results. During
inversions, vertical dispersion is restricted, and pollutant emissions are trapped
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beneath the inversion and pushed against the mountains, adversely affecting
regional air quality. Surface-based inversions, while shallow and typically short-
lived, are present most mornings. Elevated inversions, while less frequent than
ground-based inversions, are typically longer lasting and create the more severe
air stagnation problems. The winter season characteristically has the poorest
conditions for vertical mixing.
Meteorological data for various monitoring stations is maintained by the Western
Regional Climate Center. Meteorological data for the project site is expected to
be similar to the data recorded at the Bakersfield monitoring station. These data
are provided in Table 4.2-1, which contains average precipitation data recorded
at the Bakersfield monitoring station. Over the 76-year period from October of
1937 through March of 2013 (the most recent data available), the average annual
precipitation was 6.17 inches.
Table 4.2-1. Period of Record Monthly Climate Summary for the Period
10/01/1937 to 3/31/2013
Parameter Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual
Average Maximum
Temp (°F) 57.4 63.6 69.0 75.7 84.2 92.1 98.6 96.7 91.0 80.5 67.3 57.8 77.8
Average Minimum
Temp (°F) 38.5 42.1 45.4 49.7 56.6 63.3 69.2 67.7 63.1 54.0 44.1 38.5 52.7
Average Total
Precipitation (in.) 1.04 1.16 1.12 0.67 0.21 0.07 0.01 0.04 0.10 0.30 0.59 0.85 6.17
Average Snowfall
(in.) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Average Snow
Depth (in.) 0 0 0 0 0 0 0 0 0 0 0 0 0
Percentage of possible observations for period of record:
Maximum temperature: 99.6%; minimum temperature: 99.6%; precipitation: 99.7%; snowfall: 92.4%; snow depth: 92.2%
°F = degrees Fahrenheit
in. = inches
Source: Appendix F
4.2.2.2 Criteria Pollutants and Local Air Quality
The federal and state governments have established national ambient air quality
standards (NAAQS) and California ambient air quality standards (CAAQS),
respectively, for six criteria pollutants: ozone (O3), carbon monoxide (CO), lead
(Pb), nitrogen dioxide (NO2), sulfur dioxide (SO2), and particulate matter (PM),
which consists of PM 10 microns in diameter or less (PM10) and PM 2.5 microns
in diameter or less (PM2.5). O3 and NO2 are considered regional pollutants
because they (or their precursors) affect air quality on a regional scale. Pollutants
such as CO, SO2, and Pb are considered local pollutants that tend to accumulate
in the air locally. PM is both a local and a regional pollutant.
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Principal characteristics surrounding the six criteria pollutants are described
below. Toxic air contaminants (TAC) and valley fever are also discussed,
although no federal or state standards have been adopted for these pollutants.
Ozone
The most severe air quality problem in the San Joaquin Valley is high
concentrations of O3. High levels of O3 cause eye irritation and can impair
respiratory functions and can also affect plants and materials. Particularly
vulnerable to O3 damage are grapes, lettuce, spinach, and many types of garden
flowers and shrubs. O3 is not emitted directly into the atmosphere but is a
secondary pollutant produced through photochemical reactions involving reactive
organic gases (ROG) and nitrogen oxides (NOX). Significant O3 generation
requires about 1 to 3 hours in a stable atmosphere with strong sunlight. For this
reason, the months of April through October make up the “ozone season.” O3 is a
regional pollutant because O3 precursors are transported and diffused by wind
concurrently with the reaction process.
Reactive Organic Gases and Volatile Organic Compounds
ROG (also known as volatile organic compounds (VOC]) are compounds made
up primarily of hydrogen and carbon atoms. Motor vehicles are the major source
of reactive hydrocarbons in the basin. Other sources include evaporation of
organic solvents and petroleum production and refining operations. Certain
hydrocarbons can damage plants by inhibiting growth and causing flowers and
leaves to fall. Levels of hydrocarbons currently measured in urban areas are not
known to cause adverse effects in humans. However, certain members of this
contaminant group are important components in the reactions, which produce
photochemical oxidants.
Nitrogen Oxides
NOX are a family of highly reactive gases that are a primary precursor to the
formation of ground-level O3, and react in the atmosphere to form acid rain. NO2
is the “whiskey brown”–colored gas readily visible during periods of heavy air
pollution. Mobile sources and oil and gas production account for nearly all of
Kern County’s NOX emissions, most of which are emitted as NO2. Combustion in
motor vehicle engines, power plants, refineries, and other industrial operations
are the primary sources in the region. Railroads and aircraft are other potentially
significant sources of combustion air contaminants.
NOX are direct participants in photochemical smog reactions. The emitted
compound, nitric oxide, combines with oxygen in the atmosphere in the presence
of hydrocarbons and sunlight to form NO2 and O3. NO2, the most significant of
these pollutants, can color the atmosphere at concentrations as low as 0.5 parts
per million (ppm) on days of 10-mile visibility. NOX is an important air pollutant
in the region because it is a primary receptor of ultraviolet light, which initiates
the reactions producing photochemical smog. It also reacts in the air to form
nitrate particulates.
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Carbon Monoxide
Ambient CO concentrations normally correspond closely to the spatial and
temporal distributions of vehicular traffic. Relatively high concentrations of CO
would be expected along heavily traveled roads and near busy intersections.
Wind speed and atmospheric mixing also influence CO concentrations; however,
under inversion conditions prevalent in the San Joaquin Valley, CO
concentrations may be more uniformly distributed over a broad area.
Internal combustion engines, principally in vehicles, produce CO through
incomplete fuel combustion. Various industrial processes also produce CO
emissions through incomplete combustion. Gasoline-powered motor vehicles are
typically the major source of this contaminant. CO does not irritate the
respiratory tract, but passes through the lungs directly into the bloodstream, and,
by interfering with the transfer of fresh oxygen to the blood, deprives sensitive
tissues of oxygen, thereby aggravating cardiovascular disease and causing
fatigue, headaches, and dizziness. CO is not known to have adverse effects on
vegetation, visibility, or materials.
Inhalable Particulate Matter
PM consists of particles in the atmosphere resulting from many kinds of dust and
fume-producing industrial and agricultural operations, from combustion, and
from atmospheric photochemical reactions. Natural activities also increase the
level of particulates in the atmosphere; wind-raised dust and ocean spray are two
sources of naturally occurring particulates. The largest sources of PM10 and
PM2.5 in Kern County are vehicle movement over paved and unpaved roads,
demolition and construction activities, farming operations, and unplanned fires.
PM10 and PM2.5 are considered regional pollutants with elevated levels
typically occurring over a wide geographic area. Concentrations tend to be
highest in the winter, during periods of high atmospheric stability and low wind
speed. In the respiratory tract, very small particles of certain substances may
produce injury by themselves, or may contain absorbed gases that are injurious.
Particulates of aerosol size suspended in the air can both scatter and absorb
sunlight, producing haze and reducing visibility. They can also cause a wide
range of damage to materials.
Sulfur Oxides
SO2 is the primary combustion product of sulfur, or sulfur-containing fuels. Fuel
combustion is the major source of this pollutant, while chemical plants, sulfur
recovery plants, and metal processing facilities are minor contributors. Gaseous
fuels (e.g., natural gas, propane) typically have lower percentages of sulfur-
containing compounds than liquid fuels, such as diesel or crude oil. SO2 levels
are generally higher in the winter months. Decreasing levels of SO2 in the
atmosphere reflect the use of natural gas in power plants and boilers.
At high concentrations, SO2 irritates the upper respiratory tract. At lower
concentrations, when respirated in combination with particulates, SO2 can result
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in greater harm by injuring lung tissues. Sulfur oxides (SOX) combining with
moisture and oxygen results in the formation of sulfuric acid, which can yellow
the leaves of plants, dissolve marble, and oxidize iron and steel. SOX can also
react to produce sulfates that reduce visibility and sunlight.
Lead
Pb is a metal that is a natural constituent of air, water, and the biosphere. Pb is
neither created nor destroyed in the environment, so it essentially persists
forever. Pb was used several decades ago to increase the octane rating in
automotive fuel. Because gasoline-powered automobile engines were a major
source of airborne Pb through the use of leaded fuels and the use of leaded fuel
has been mostly phased out, the ambient concentrations of Pb have dropped
dramatically.
Short-term exposure to high levels of Pb can cause vomiting, diarrhea,
convulsions, coma, or even death. However, even small amounts of Pb can be
harmful, especially to infants, young children, and pregnant women. Symptoms
of long-term exposure to lower Pb levels may be less noticeable but are still
serious. Anemia is common, and damage to the nervous system may cause
impaired mental function. Other symptoms are appetite loss, abdominal pain,
constipation, fatigue, sleeplessness, irritability, and headache. Continued
excessive exposure, as in an industrial setting, can affect the kidneys.
Toxic Air Contaminants
Although NAAQS and CAAQS have been established for criteria pollutants, no
ambient standards exist for TACs. Air toxics are generated by a number of
sources, including point sources, such as refineries and industrial plants; mobile
sources, such as diesel trucks, ships, and trains; and area sources, such as dry
cleaners, gas stations, and auto body shops. Adverse health effects of TACs can
be carcinogenic (cancer-causing), short-term (acute) noncarcinogenic, and long-
term (chronic) noncarcinogenic. Direct exposure to these pollutants has been
shown to cause cancer, birth defects, damage to the brain and nervous system,
and respiratory disorders. Toxicity of individual TACs is studied by the
California Office of Environmental Health Hazard Assessment (OEHHA), which
also issues guidance and methodologies for characterizing health risks from
exposure to TACs.
In 1998, following a 10-year scientific assessment process, the California Air
Resources Board (ARB) identified PM exhaust from diesel-fueled engines—
commonly called diesel particulate matter (DPM)—as a TAC. Compared with
other air toxics ARB has identified, DPM emissions are estimated to be
responsible for about 70% of the total ambient air toxics risk (California Air
Resources Board 2000:1). DPM emissions from diesel equipment and trucks are
the primary TAC of concern associated with the proposed project.
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Valley Fever
Valley Fever is not an air pollutant, but is a disease caused by inhaling
Coccidioides immitis (C. immitis) fungus spores. The spores are found in certain
types of soil and become airborne when the soil is disturbed. After the fungal
spores have settled in the lungs, they change into a multicellular structure called a
spherule. Valley Fever symptoms generally occur within 2 to 3 weeks of
exposure. Approximately 60% of Valley Fever cases are mild and display flu-like
symptoms or no symptoms at all. Of those who are exposed and seek medical
treatment, the most common symptoms are fatigue, cough, chest pain, fever,
rash, headache, and joint aches. C. immitis is fungus is endemic to the Central
Valley. (U.S. Geological Survey 2000.)
4.2.2.3 Sensitive Receptors
Sensitive receptors are defined as locations where young children, chronically ill
individuals, the elderly, or people who are more sensitive than the general
population reside, such as schools, hospitals, nursing homes, and daycare centers.
The nearest residential sensitive receptor is approximately 0.03 mile east (across
South H Street) of the proposed project site. There are 18 known non-residential
sensitive receptors with 2 miles of the project site (16 schools and 2 senior living
centers), which are listed below in Table 4.2-2.
Table 4.2-2. Sensitive Receptors Located Less than 2 Miles from Project
Receptor Type of Facility
Distance
from Project
in Miles
Direction
from
Project
Stonecreek Junior High School 6–8 public 0.93 W
Berkshire Elementary School K–6 public 0.85 NW
Valle Verde Elementary School K–5 public 0.79 NE
McKee Middle School 6–8 public 0.93 SE
Fairview Elementary School K–5 public 1.66 NE
Ridgeview High School 9–12 public 1.71 SW
Positive Directions assisted living 1.80 NE
Shauna’s Family Child Care preschool 0.14 NW
Granite Pointe Elementary School K–5 public 0.33 NW
Horizon Elementary School K–5 public 0.41 E
Heritage Assisted Living assisted living 0.49 NE
Leon H. Ollivier Middle School 5–9 public 0.54 E
Golden Valley High School 9–12 public 0.55 SE
Greenfield Country Preschool preschool 1.03 E
Raffaello Palla Elementary School K–5 public 1.15 NE
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Receptor Type of Facility
Distance
from Project
in Miles
Direction
from
Project
W. A. Kendrick Elementary School K–5 public 1.26 N
Greenfield Middle School 6–8 public 1.28 NE
Roy W. Loudon Elementary School K–6 public 1.29 NW
Ridgeview Christian Preschool preschool 1.59 SW
E = east
N = north
NE = northeast
NW = northwest
S = south
SE = southeast
SW = southwest
W = west
Source: Appendix F
4.2.2.4 Existing Conditions at Project Site
The San Joaquin Valley Air Pollution Control District (SJVAPCD), along with
the ARB, operates an air quality monitoring network that provides information
on average concentrations of those pollutants for which state or federal agencies
have established NAAQS and CAAQS. Information from the various monitoring
stations is available from SJVAPCD (2014) and ARB (2014).
This analysis relies on data collected during the last 3 years for the ARB
monitoring stations that are closest to the project site. Table 4.2-3 provides the
background concentrations for O3, PM10, PM2.5, CO, NO2, SO2, and Pb as of
September 2014. Information is provided for the Bakersfield – 5558 California
Avenue, Shafter – Walker St., Oildale – 3311 Manor St., Edison, Bakersfield –
410 E. Planz Rd., and Fresno – 1st Street monitoring stations for 2011 through
2013. No data are available for TACs or other pollutants in Kern County.
Table 4.2-3 indicates that the monitoring stations exceeded the following ambient
air quality standards during the 3-year reporting period (2011–2013):
State 1-hour average ambient O3 standard
Federal and State 8-hour average ambient O3 standards
PM2.5 and PM10 24-hours standards
No violations of the CO, NO2, or Pb standards were reported.
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Table 4.2-3. Existing Air Quality Monitoring Data in Project Area
Pollutant and Monitoring Station Location
Maximum Concentration Days Exceeding Standard
2011 2012 2013 2011 2012 2013
O3 – 1-hour CAAQS (0.09 ppm)
Shafter – Walker Street 0.097 0.103 0.112 1 5 1
Oildale – 3311 Manor Street 0.102 0.099 0.099 4 3 1
Bakersfield – 5558 California Avenue 0.107 0.102 0.107 5 9 3
O3 – 8-hour CAAQS (0.07 ppm)
Shafter – Walker Street 0.087 0.090 0.097 43 64 21
Oildale – 3311 Manor Street 0.095 0.092 0.090 54 78 15
Bakersfield – 5558 California Avenue 0.094 0.096 0.099 51 83 47
O3 – 8-hour NAAQS (0.075 ppm)
Shafter – Walker Street 0.086 0.090 0.096 18 30 6
Oildale – 3311 Manor Street 0.095 0.092 0.090 29 46 5
Bakersfield – 5558 California Avenue 0.094 0.095 0.098 25 56 22
PM10 – 24-hour CAAQS (50 µg/m3)
Oildale – 3311 Manor Street 105.5 94.7 138.0 16 12 27
Bakersfield – 5558 California Avenue 154.0 125.8 116.9 113 55 16
PM10 – 24-hour NAAQS (150 µg/m3)
Oildale – 3311 Manor Street 100.2 91.1 134.3 0 0 0
Bakersfield – 5558 California Avenue 97.4 99.6 120.7 0 0 0
PM2.5 – 24-hour NAAQS (35 µg/m3)
Bakersfield – 558 California Avenue 80.3 86.5 111.7 30 22 44
Bakersfield – 410 E Planz Road 45.9 52.5 167.3 7 7 15
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Pollutant and Monitoring Station Location
Maximum Concentration Days Exceeding Standard
2011 2012 2013 2011 2012 2013
CO – 8-Hour CAAQS & NAAQS (9.0 ppm)
Fresno – 1st Street 2.29 2.22 * 0 0 0
NO2 – 1-Hour CAAQS (0.18 ppm)
Shafter – Walker Street 0.054 0.052 0.058 0 0 0
Bakersfield – 5558 California Ave 0.064 0.064 0.055 0 0 0
NO2 – 1-Hour NAAQS (0.10 ppm)
Shafter – Walker Street 0.054 0.052 0.0585 0 0 0
Bakersfield – 5558 California Avenue 0.064 0.064 0.0554 0 0 0
SO2 – 24-hour Concentration – CAAQS (0.04 ppm)
Fresno – 1st Street 0.004 * * * * *
Pb – Maximum 30-Day Concentration CAAQS (0.15 µg/m3)
Bakersfield – 5558 California Avenue 0.011 0.014 * * * *
* There were insufficient (or no) data available to determine the value.
µg/m3 = micrograms per cubic meter
CAAQS = California Ambient Air Quality Standards
NAAQS = National Ambient Air Quality Standards
O3 = ozone
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
ppm= parts per million
Source: Appendix F
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Attainment Status
Local monitoring data (Table 4.2-3) are used to designate areas as nonattainment,
maintenance, attainment, or unclassified for the NAAQS and CAAQS. The four
designations are further defined as:
Nonattainment—assigned to areas where monitored pollutant concentrations
consistently violate the standard in question.
Maintenance—assigned to areas where monitored pollutant concentrations
exceeded the standard in question in the past but are no longer in violation of
that standard.
Attainment—assigned to areas where pollutant concentrations meet the
standard in question over a designated period of time.
Unclassified—assigned to areas where data are insufficient to determine
whether a pollutant is violating the standard in question.
Table 4.2-4 provides SJVAB’s designation and classifications based on the
various criteria pollutants under both the NAAQS and CAAQS.
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Table 4.2-4. SJVAB Attainment Status
Pollutant NAAQSa CAAQSb
O3, 8-hour nonattainment/extremee nonattainment
PM10 attainmentc nonattainment
PM2.5 nonattainmentd nonattainment
CO attainment/unclassified attainment/unclassified
NO2 attainment/unclassified attainment
SO2 attainment/unclassified attainment
Pb (Particulate) no designation/classification attainment
H2S no federal standard unclassified
Sulfates no federal standard attainment
Visibility-reducing particles no federal standard unclassified
Vinyl chloride no federal standard attainment
a See 40 Code of Federal Regulations Part 81 b See California Code of Regulations Title 17 §§ 60200–60210 c On September 25, 2008, EPA redesignated the San Joaquin Valley to attainment for
the PM10 NAAQS and approved the PM10 Maintenance Plan. d The Valley is designated nonattainment for the 1997 PM2.5 NAAQS. EPA designated
the Valley as nonattainment for the 2006 PM2.5 NAAQS on November 13, 2009
(effective December 14, 2009). e Though the Valley was initially classified as serious nonattainment for the 1997 8-
hour O3 standard, EPA approved Valley reclassification to extreme nonattainment in
the Federal Register on May 5, 2010 (effective June 4, 2010). f Effective June 15, 2005, EPA revoked the federal 1-hour O3 standard, including
associated designations and classifications. EPA had previously classified the SJVAB
as extreme nonattainment for this standard. EPA approved the 2004 Extreme Ozone
Attainment Demonstration Plan on March 8, 2010 (effective April 7, 2010). Many
applicable requirements for extreme 1-hour O3 nonattainment areas continue to apply to
the SJVAB.
CO = carbon monoxide
EPA = U.S. Environmental Protection Agency
H2S = hydrogen sulfide
NAAQS = National Ambient Air Quality Standards
NO2 = nitrogen dioxide
O3 = ozone
Pb = lead
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
SJVAB = San Joaquin Valley Air Basin
SO2 = sulfur dioxide
Source: Appendix F
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4.2.3 Applicable Regulations
Air quality at the federal level is regulated by the U.S. Environmental Protection
Agency (EPA), whereas air quality regulations at the state level are administered
by ARB and local air quality management agencies. SJVAPCD has jurisdiction
over local air quality issues throughout the western half of Kern County as well
as all of Tulare, Kings, Fresno, Madera, Merced, Stanislaus, and San Joaquin
counties. The eastern half of Kern County is in the Mojave Desert Air Basin and
under the jurisdiction of the Kern County Air Pollution Control District.
SJVAPCD acts as the regulatory agency for air pollution control in the SJVAB
and is the local agency empowered to regulate air pollutant emissions for the plan
area.
Federal, state, and local air quality regulations applicable to the proposed project
are described below.
4.2.3.1 Federal Requirements
Protection of the public health is maintained through the attainment and
maintenance of standards for ambient concentrations of various compounds in
the atmosphere and the enforcement of emissions limits for individual stationary
sources. The federal Clean Air Act requires that EPA establish NAAQS to
protect the health, safety, and welfare of the public. The Clean Air Act
Amendments of 1977 required states to identify areas that were in non-attainment
of the NAAQS and to develop State Implementation Plans (SIPs) containing
strategies to bring these non-attainment areas into compliance.
Table 4.2-5 shows the NAAQS currently in effect for each criteria pollutant. The
CAAQS (described below) are also provided for reference.
Table 4.2-5. National and State Ambient Air Quality Standards
Pollutant Averaging Time
NAAQS CAAQS
Concentration
O3 8-hour 0.075 ppm (147 µg/m3) c 0.070 ppm (137 µg/m3)
1-hour N/A a 0.09 ppm (180 µg/m3)
CO 8-hour 9 ppm (10 mg/m3) 9.0 ppm (10 mg/m3)
1-hour 35 ppm (40 mg/m3) 20 ppm (23 mg/m3)
NO2 annual average 53 ppb (100 µg/m3) 0.030 ppm (56 µg/m3)
1-hour 100 ppb (188.68 µg/m3) 0.18 ppm (338 µg/m3)
3-hour 0.5 ppm (1,300 µg/m3) N/A
24-hour N/A f 0.04 ppm (105 µg/m3)
1-hour 75 ppb (196 µg/m3) 0.25 ppm (655 µg/m3)
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Pollutant Averaging Time
NAAQS CAAQS
Concentration
PM10 annual arithmetic mean N/A b 20 µg/m3
24-hour 150 µg/m3 50 µg/m3
PM2.5 annual arithmetic mean 12 µg/m3 12 µg/m3
24-hour 35 µg/m3 N/A
Sulfates 24-hour N/A 25 µg/m3
Pb d calendar quarter 0.15 µg/m3 N/A
30-day average N/A 1.5 µg/m3
H2S 1-hour N/A 0.03 ppm (42 µg/m3)
Vinyl chloride
(chloroethene) 24-hour N/A 0.010 ppm (26 µg/m3)
Visibility-reducing
particles
8-hour (10:00 a.m. to
6:00 p.m. PST) N/A N/A e
a 1-Hour O3 standard revoked effective June 15, 2005. b Annual PM10 standard revoked effective December 18, 2006. c EPA finalized the revised (2008) 8-hour O3 standard of 0.075 ppm on March 27, 2008. The 1997 8-
hour O3 standard of 0.08 ppm has not been revoked. In the January 19, 2010 Federal Register, EPA
proposed to revise the 2008 O3 NAAQS of 0.075 ppm to a NAAQS in the range of 0.060 to 0.070 ppm.
EPA expects to finalize the revised NAAQS, which will replace the 0.075 ppm NAAQS, by July 29,
2011. d On October 15, 2008, EPA strengthened the Pb standard. e Statewide Visibility Reducing Particle Standard (except Lake Tahoe Air Basin): Particles in sufficient
amount to produce an extinction coefficient of 0.23 per kilometer when the relative humidity is less than
70%. This standard is intended to limit the frequency and severity of visibility impairment from regional
haze and is equivalent to a 10-mile nominal visual range. f 24-hour SO2 standard revoked effective June 22, 2010.
CO = carbon monoxide
EPA = U.S. Environmental Protection Agency
H2S = hydrogen sulfide
mg/m3 = milligrams per cubic meter
N/A = not applicable
NAAQS = National Ambient Air Quality Standards
NO2 = nitrogen dioxide
O3 = ozone
Pb = lead
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
ppb = parts per billion
ppm = parts per million
PST = Pacific Standard Time
SO2 = sulfur dioxide
μg/m3 = micrograms per cubic meter
Source: Appendix F
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4.2.3.2 State Requirements
In 1988, the state legislature adopted the California Clean Air Act (CCAA),
which established a statewide air pollution control program. The CCAA requires
all air districts in the state to endeavor to meet the CAAQS by the earliest
practical date. Unlike the federal Clean Air Act, the CCAA does not set precise
attainment deadlines. Instead, the CCAA establishes increasingly stringent
requirements for areas that will require more time to achieve the standards.
CAAQS are generally more stringent than the NAAQS and incorporate
additional standards for sulfates (SO4), hydrogen sulfide (H2S), vinyl chloride
(C2H3Cl), and visibility-reducing particles. The CAAQS and NAAQS are listed
together in Table 4.2-5.
ARB and local air districts bear responsibility for achieving California’s air
quality standards, which are to be achieved through district-level air quality
management plans that would be incorporated into the SIP. In California, EPA
has delegated to ARB authority to prepare SIPs; in turn, ARB has delegated that
authority to individual air districts. ARB traditionally has established state air
quality standards, maintaining oversight authority in air quality planning,
developing programs for reducing emissions from motor vehicles, developing air
emission inventories, collecting air quality and meteorological data, and
approving SIPs.
The CCAA substantially adds to the authority and responsibilities of air districts.
The CCAA designates air districts as lead air quality planning agencies, requires
air districts to prepare air quality plans, and grants air districts authority to
implement transportation control measures. The CCAA also emphasizes the
control of “indirect and area-wide sources” of air pollutant emissions. The CCAA
gives local air pollution control districts explicit authority to regulate indirect
sources of air pollution and to establish traffic control measures.
4.2.3.3 Local and Regional Requirements
San Joaquin Valley Air Pollution Control District
At the local level, responsibilities of SJVAPCD include overseeing stationary-
source emissions, approving permits, maintaining emissions inventories,
maintaining air quality stations, overseeing agricultural burning permits, and
reviewing air quality-related sections of environmental documents required by
the California Environmental Quality Act (CEQA). SJVAPCD is also responsible
for establishing and enforcing local air quality rules and regulations that address
the requirements of federal and state air quality laws and for ensuring that
NAAQS and CAAQS are met.
SJVAPCD has adopted attainment plans to address O3, PM, and CO emissions in
the SJVAB. The 2007 Ozone Plan contains a comprehensive list of regulatory
and incentive-based measures to reduce VOC and NOX emissions within the
SJVAB. In particular, the plan proposes a 75% reduction in NOX and a 25%
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reduction in VOC by 2023. SJVAPCD’s 2007 PM10 Maintenance Plan and 2008
PM2.5 Plan likewise include strategies to reduce PM emissions throughout the
air basin. Finally, the 2004 California State Implementation Plan for Carbon
Monoxide addresses CO emissions throughout the state. SJVAPCD’s air quality
plans are evolving documents that are updated to reflect changing population and
economic, land use, and transportation conditions. Local transportation planning
agencies (in this area, Kern Council of Governments) and ARB provide the
information needed to predict future on-road mobile source emissions that are
used in the air quality planning process.
The proposed project may be subject to the following district rules. This list of
rules may not be all encompassing, as additional SJVAPCD rules may apply to
the alternatives as specific components are identified. These are rules that have
been adopted by SJVAPCD to reduce emissions throughout the San Joaquin
Valley.
Rule 2010 (Permit Required Rule). This rule requires any person
constructing, altering, replacing, or operating any source which emits, may
emit, or may reduce emissions to obtain an Authority to Construct or a
Permit to Operate.
Rule 2020 (Exemptions). This rule specifies units that are not required to
obtain an Authority to Construct or Permit to Operate as well as record-
keeping requirements to verify exemptions.
Rule 2070 (Standards for Granting Applications). The purpose of this rule is
to explain the standards by which the California Air Pollution Control
Officers Association may deny an application for an Authority to Construct
of Permit to Operate. Any source operation must be constructed and operated
in accordance with Rule 2201 (New and Modified Stationary Source Review
Rule), Rule 4001 (New Source Performance Standards), and Rule 4002
(National Emissions Standards for Hazardous Air Pollutants), the Authority
to Construct, and the Permit to Operate.
Rule 2201 (New and Modified Stationary-Source Review Rule). This rule
applies to all new stationary sources and all modifications to existing
stationary sources subject to SJVAPCD permit requirements that, after
construction, emit or may emit one or more pollutants regulated by the rule.
Rule 2520 (Federally Mandated Operating Permits). This rule is intended to
provide an administrative mechanism for issuing operating permits for new
and modified sources of air contaminants, issuing renewed operating permits,
and revising, reopening, revoking, and terminating operating permits for
sources of air contaminants in accordance with requirements of 40 Code of
Federal Regulations Part 70.
Rule 3135 (Dust Control Plan Fees). This rule requires the applicant to
submit a fee in addition to a dust control plan. The purpose of this rule is to
recover SJVAPCD’s cost for reviewing these plans and conducting
compliance inspections.
Rule 4001 (New Source Performance Standards). This rule applies to all new
sources of air pollution and modification of existing sources of air pollution.
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Rule 4001 incorporates specified provisions of 40 Code of Federal
Regulations Part 60 and would apply to the proposed project.
Rule 4101 (Visible Emissions). This rule prohibits emissions of visible air
contaminants to the atmosphere and applies to any source operation that
emits or may emit air contaminants.
Rule 4102 (Nuisance). This rule applies to any source operation that emits or
may emit air contaminants or other materials. In the event that the project or
construction of the project creates a public nuisance, it could be in violation
and subject to SJVAPCD enforcement action.
Rule 4201 (Particulate Matter Concentration). This rule is intended to protect
the ambient air quality by establishing a particulate matter emissions
standard. This rule applies to any source operation that emits, or has the
potential to emit, dust, fumes, or total suspended particulate matter.
Rule 4601 (Architectural Coatings). This rule limits VOCs from architectural
coatings.
Rule 4641 (Cutback, Slow-Cure, and Emulsified Asphalt, Paving, and
Maintenance Operations). This rule applies to the manufacture and use of
cutback asphalt, slow-cure asphalt, and emulsified asphalt for paving and
maintenance operations.
Rule 4692 (Commercial Charbroiling). The purpose of this rule is to limit
VOC and PM10 emission from commercial charbroiling. Should any of the
tenant restaurants in the proposed project use charbroilers, this rule would be
applicable.
Rule 4701 (Internal Combustion Engines—Phase 1). This rule limits the
emissions of NOX, CO, and VOC from internal combustion engines. These
limits are not applicable to standby engines as long as they are used fewer
than 200 hours per year (e.g., for testing during non-emergencies).
Rule 4702 (Internal Combustion Engines—Phase 2). This rule limits the
emissions of NOX, CO, and VOC from spark-ignited internal combustion
engines.
Rule 9510 (Indirect Source Review). This rule requires the reduction of NOX
generated by operations by 33.3% and PM10 generated by operations by
50%. Rule 9510 was designed to fulfill SJVAPCD’s emission reduction
commitments in the PM10 and Ozone Attainment Plans requiring applicable
projects to reduce operational NOX emissions by 33.3% from operational
baseline over a 10-year period and reduce PM10 emissions by 50% from
operational baseline over a period of 10 years. Reductions not actualized are
paid for by the ton, allowing SJVAPCD to fund actual reductions elsewhere.
Rule 9510 also requires the reduction of NOX emissions from construction by
20% and PM10 exhaust emission from construction by 45%.
Regulation VIII (Fugitive PM10 Prohibitions). This is a series of rules (Rules
8011–8081) designed to reduce PM10 emissions (predominantly dust/dirt)
generated by human activity, including construction, road construction, bulk
materials storage, landfill operations, and other activities.
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Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan (MBGP) Conservation Element/Air
Quality contains goals, policies, objectives, and implementation measures that
comprehensively address general conditions and site specific circumstances that
may affect air quality. The policies are listed below.
Require dust abatement measures during significant grading and construction
operations.
Improve the capacity of the existing road system through improved
signalization, more right turn lanes, and traffic control systems.
Encourage the use of mass transit, carpooling, and other transportation
options to reduce vehicle miles traveled.
Consider establishing priority parking areas for carpoolers in projects with
relatively large numbers of employees to reduce vehicle miles traveled and
improve air quality.
Promote the use of bicycles by providing attractive bicycle paths and
requiring provision of storage facilities in commercial and industrial projects.
Cooperate with Golden Empire Transit and Kern Regional Transit to provide
a comprehensive mass transit system for Bakersfield; require large-scale new
development to provide related improvements, such as bus stop shelters and
turnouts.
Encourage walking for short distance trips through the creation of pedestrian
friendly sidewalks and street crossings.
Promote a pattern of land uses which locates residential uses in close
proximity to employment and commercial services to minimize vehicular
travel.
Require the provision of secure, convenient bike storage racks at shopping
centers, office buildings, and other places of employment in the Bakersfield
Metropolitan area.
Encourage the provision of shower and locker facilities by employers, for
employees who bicycle or jog to work.
Encourage land uses and land use practices which do not contribute
significantly to air quality degradation.
Require dust abatement measures during significant grading and construction
operations.
Consider air pollution impacts when evaluating discretionary permits for land
use proposals.
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4.2.4 Impacts and Mitigation
4.2.4.1 Methodology
Construction
Construction of the project would generate emissions of ROG, NOX, CO, PM10,
and PM2.5 that would result in short-term impacts on ambient air quality.
Emissions would originate from mobile and stationary construction equipment
exhaust, employee vehicle exhaust, dust from land clearing, and application of
architectural coatings. It is expected that construction would require two phases
between 2015 and 2018. Phase I would construct 400,000 square feet of regional
shopping space and 120 hotel rooms. Phase II would construct an additional
400,000 square feet of shopping space and 120 hotel rooms.
Criteria pollutant emissions from heavy-duty equipment, on-road vehicle trips,
and land disturbance were estimated using the California Emissions Estimator
Model (CalEEMod), version 2013.2.2. Model default construction phasing and
equipment assumptions were utilized to evaluate air quality impacts based on the
anticipated project square footage and land use types. Please refer to the Air
Quality Impact Analysis (Appendix F) for additional assumptions and model
outputs.
Operation
Operation of the project would generate emissions of ROG, NOX, CO, PM10,
and PM2.5 that could result in long-term impacts on ambient air quality. Two
types of air pollutant sources are expected during operation of the project: mobile
and area. Mobile sources are sources of emissions associated with vehicle trips.
Area sources include emissions from natural gas combustion for heating
requirements, landscaping activities, and periodic paint emissions from facility
upkeep.
Criteria pollutant emissions generated by project operations were estimated using
CalEEMod. It was assumed that operation of Phase I would begin in 2017,
whereas full operation of the project (Phases I and II) would begin in 2018. The
standard defaults provided in CalEEMod were used for all aspects in the
estimation of long-term emissions except for the following:
Trip lengths were adjusted to be more representative;
Trip purpose percentages were adjusted in accordance with the proposed
project’s associated traffic study conducted by Ruettgers and Schuler Civil
Engineers; and
Fleet mix percentages were adjusted to account for 60 heavy-heavy duty
trucks per week.
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The analysis of health risks during project operations considered receptor
exposure to both CO hotspots and DPM. Traffic data at full project buildout were
used to evaluate the project’s potential to worsen the existing level of service
(LOS) at intersections in the project area. The most recent version of the
American Meteorological Society/EPA Regulatory Model (AERMOD) was used
to predict health risks to the population attributable to emissions of DPM from
operation of the proposed project. All of the regulatory default AERMOD model
keyword parameters were employed. A total of 3,695 receptors were modeled.
SJVAPCD’s meteorological data for Bakersfield, California were used in the
emissions modeling. Post-processing of the AERMOD output was performed to
assess the potential for excess cancer risk and chronic non-cancer effects using
the most recent health effects data from the California EPA Office of
Environmental Health Hazard Assessment (OEHHA). Please refer to the Air
Quality Impact Analysis (Appendix F) for additional assumptions and model
outputs.
4.2.4.2 Criteria for Determining Significance
CEQA Thresholds
Criteria for determining the significance of impacts related to air quality are
based on criteria contained in Appendix G of the State CEQA Guidelines. The
proposed project could have a significant impact on the environment if it would
result in any of the following.
a) Conflict with or obstruct implementation of the applicable air quality plan.
b) Violate any air quality standard or contribute substantially to an existing or
projected air quality violation.
c) Result in a cumulatively considerable net increase of any criteria pollutant
for which the project region is a nonattainment area for an applicable federal
or state ambient air quality standard (including releasing emissions that
exceed quantitative thresholds for ozone precursors).
d) Expose sensitive receptors to substantial pollutant concentrations.
e) Create objectionable odors affecting a substantial number of people.
Threshold e was evaluated during the initial study process and was determined to
result in no impacts related to odors. As such, this impact is not further evaluated
below. For a detailed discussion of this impact, refer to Appendix A.
Threshold c is discussed in Chapter 4.
Local Air District Thresholds
According to the State CEQA Guidelines (Section 15064.7), the significance
criteria established by the applicable air quality management or air pollution
control district may be relied on to make significance determinations for potential
impacts on environmental resources. As described above, SJVAPCD is
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responsible for ensuring that state and federal ambient air quality standards are
not violated within western Kern County. SJVAPCD (2002) has developed its
own thresholds of significance to evaluate both construction and operational
impacts.1 The following section summarizes the local air district thresholds and
presents sustainable evidence regarding the basis upon which the thresholds were
developed, and describes how they are used to determine whether project
construction and operational emissions would:
interfere with or impede attainment of CAAQS and NAAQS,
cause increased risk to human health, or
result in objectionable odors.
Regional Thresholds for Air Basin Attainment of State and
Federal Ambient Air Quality Standards
As discussed in Section 4.2.2.2, ROG and NOX are regional pollutants, whereas
PM is both a regional and local pollutant. SJVAPCD has adopted regional
thresholds for ROG, NOX, and PM to assist lead agencies in determining the
significance of environmental effects with regards to local attainment of state and
federal ambient air quality standards (see Table 4.2-5). The thresholds are based
on emissions levels identified under the New Source Review (NSR) program.
The NSR program is a permitting program that was established by Congress as
part of the Clean Air Act to ensure that air quality is not significantly degraded
by new sources of emissions. The NSR program requires stationary sources
receive permits before start of construction and/or use of the equipment. By
permitting large stationary sources, the NSR program ensures that new emissions
would not slow regional progress toward attaining the NAAQS. SJVAPCD has
concluded that the stationary pollutants described under the NSR program are
equally significant to those pollutants generated with land use projects. As such,
the thresholds summarized in Table 4.2-6 were set as the total emission
thresholds associated within the NSR program to help attain the NAAQS (San
Joaquin Valley Air Pollution Control District 2002).
Health-Based Thresholds for Project-Generated
Pollutants of Human Health Concern
The May 27, 2014 Fifth Appellate District Court decision Sierra Club et al. v.
County of Fresno County et al. concludes that an Environmental Impact Report
should disclose and evaluate the public health consequences associated with
increasing air pollutants.2 As discussed in Section 4.2.2.2, all criteria pollutants
are associated with some form of health risk (e.g., asthma, asphyxiation).
Adverse health effects associated with criteria pollutant emissions are highly
dependent on a multitude of interconnected variables (e.g., cumulative
1 SJVAPCD adopted its 2015 GAMAQI on March 19, 2015. Conversation with SJVAPCD staff indicates that
SJVAPCD is not requiring the use of its updated 2015 GAMAQI for projects initiated prior to the adoption of the
2015 GAMAQI (Siong pers. comm.). 2 On October 1, 2014, the California Supreme Court granted the Real Party in interest and respondent Friant Ranch,
L.P.’s petition for review.
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concentrations, local meteorology and atmospheric conditions, the number and
character of exposed individuals [e.g., age, gender]). Moreover, O3 precursors
(ROG and NOX) affect air quality on a regional scale. Health effects related to O3
are therefore the product of emissions generated by numerous sources throughout
a region. Existing models have limited sensitivity to small changes in criteria
pollutant concentrations and, as such, translating project-generated criteria
pollutants to specific health effects would produce meaningless results. In other
words, minor increases in regional air pollution from project-generated ROG and
NOX would have nominal or negligible impacts on human health.3
As a result, an analysis of impacts on human health associated with project-
generated regional emissions is not included in this analysis. Increased emissions
of O3 precursors (ROG and NOX) generated by the project could increase
photochemical reactions and the formation of tropospheric O3, which at certain
concentrations could lead to respiratory symptoms (e.g., coughing), decreased
lung function, and inflammation of airways. While these health effects are
associated with O3, the impacts would be a result of cumulative and regional
ROG and NOX emissions, and the incremental contribution of the project to
specific health outcomes from criteria pollutant emissions would be limited and
could not be solely traced to the project. Please refer to Chapter 4 for a discussion
of cumulative impacts.
Because localized pollutants generated by a project can directly affect adjacent
sensitive receptors, the analysis of project-related impacts on human health
focuses only on those localized pollutants with the greatest potential to result in a
significant, material impact on human health. This is consistent with the current
state-of-practice and published guidance by SJVAPCD (2002), California Air
Pollution Control Officers Association (2009), OEHHA (2003), and ARB (2000).
The pollutants of concern in the project area include (1) locally concentrated PM
and CO; (2) DPM4; and (3) C. immitis (Valley Fever). Locally adopted thresholds
of significance for each pollutant are identified below.
Localized Particulate Matter Concentrations
Particulate matter is a complex mixture of substances including carbon, metals,
organic material, wood smoke, and diesel exhaust. When inhaled, PM can be
absorbed into the body’s respiratory system, increasing the severity of asthma
attacks and other lung diseases. SJVAPCD has adopted incremental PM2.5
concentration-based significance thresholds. The substantial PM2.5 thresholds
are defined by SJVAPCD as annual total (i.e., exhaust and dust) PM2.5
concentrations exceeding 0.6 micrograms per cubic meter (μg/m3) and 24-hour
3 As an example, the Bay Area Air Quality Management District’s Multi-Pollutant Evaluation Method requires a 3
to 5% increase in ROG to produce a material change in modeled human health impacts. Based on 2008 ROG and
NOX emissions in the Bay Area, a 3 to 5% increases equates to over 20,000 pounds per day of ROG and NOX. While
this example is specific to the Bay Area, similar model limitations would be observed in the SJVAB. 4 DPM is the primary TAC of concern for mobile sources—of all controlled TACs, emissions of DPM are estimated
to be responsible for about 70% of the total ambient TAC risk (California Air Resources Board 2000). Given the
risks associated with DPM, tools and factors for evaluating human health impacts from project-generated DPM have
been developed and are readily available. Conversely, tools and techniques for assessing project-specific health
outcomes as a result of exposure to other TACs (e.g., benzene) remain limited. These limitations impede the ability
to evaluate and precisely quantify potential public health risks posed by TAC exposure.
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total PM2.5 concentrations exceeding 2.5 μg/m3 (see Table 4.2-6). SJVAPCD
also considers fugitive PM from earthmoving activities to be significant without
application of dust controls.
Localized Carbon Monoxide Concentrations
Heavy traffic congestion can contribute to high levels of CO. Individuals exposed
to these CO “hot-spots” may have a greater likelihood of developing adverse
health effects. CO concentrations in excess of the CAAQS could result in a CO
hot-spot and would constitute a significant impact (San Joaquin Valley Air
Pollution Control District 2002). SJVAPCD has adopted screening criteria that
provide a conservative indication of whether project-generated traffic will exceed
the CAAQS. The two criteria outlined in SJVAPCD (2002) Guide for Assessing
and Mitigating Air Quality Impacts (GAMAQI) are summarized below:
I. A traffic study for the project indicates that the Level of Service (LOS)
on one or more streets or at one or more intersections in the project
vicinity would be reduced to LOS E or F; or
II. A traffic study indicates that the project would substantially worsen an
already existing LOS F on one or more streets or at one or more
intersections in the project vicinity.
Localized Diesel Particulate Matter Concentrations
DPM is a form of localized PM (see above) that is generated by diesel equipment
and vehicle exhaust. DPM has been identified as TAC and is particularly
concerning, as long-term exposure can lead to cancer, birth defects, and damage
to the brain and nervous system. Accordingly, SJVAPCD has adopted separate
thresholds to evaluate receptor exposure to DPM emissions. The “substantial”
DPM threshold defined by SJVAPCD is the probability of contracting cancer for
the maximum exposed individual exceeding 10 in 1 million, or the ground-level
concentrations of non-carcinogenic TACs resulting in a hazard index greater than
1 for the maximum exposed individual (see Table 4.2-6).
Valley Fever
Valley Fever can develop after receptor exposure to C. immitis. While flu-like
symptoms develop in less than 40% of individuals exposed to the fungal spores,
those presenting symptoms may experience fatigue, cough, chest pain, fever,
rash, headache, and joint aches. Neither SJVAPCD nor the City of Bakersfield
(City) have adopted thresholds to evaluate receptor exposure to increased Valley
Fever risk. The potential for the project to expose receptors to Valley Fever is
highest in areas known to contain C. immitis and during earthmoving activities
that generate fugitive dust. Accordingly, uncontrolled construction dust
emissions in endemic regions of C. immitis could result in increased health
impacts from exposure of receptors to C. immitis spores.
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Table 4.2-6. SJVAPCD Thresholds of Significance
Analysis Thresholds
Regional Criteria
Pollutants (Construction)
ROG: 10 tons/year
NOX: 10 tons/year
PM10: 15 tons/year
PM2.5: 15 tons/year
Regional Criteria
Pollutants (Operations)
Same as construction
Localized PM and CO Total PM2.5: Increase greater than 0.6 μg/m3 annual average
or greater than 2.5 μg/m3 24-hour average.
Fugitive PM: Failure to implement BMPs
CO: Violation of CAAQS
Localized DPM Increased cancer risk of 10 in 1 million or increased non-
cancer hazard of greater than 1.0
Valley Fever None
BMPs = best management practices
CAAQS = California Ambient Air Quality Standards
CO = carbon monoxide
DPM = diesel particulate matter
NOX = nitrogen oxides
PM = particulate matter
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
ROG = reactive organic gases
μg/m3 = micrograms per cubic meter
Source: San Joaquin Valley Air Pollution Control District 2002.
Odor
SJVAPCD has not adopted quantitative thresholds for odor analyses, but has
identified common types of facilities that have been known to produce odors in
the San Joaquin Valley. The GAMAQI identifies screening distances from the
source where the degree of odors could possibly be significant (San Joaquin
Valley Air Pollution Control District 2002).
4.2.4.3 Project Impacts
Impact AQ-1. The proposed project would not conflict
with or obstruct implementation of the applicable air
quality plan.
A project would be deemed inconsistent with air quality plans if it would result in
population and/or employment growth that exceeds estimates used to develop
applicable air quality plans. Projects that propose development that is consistent
with the growth anticipated by the relevant land use plans would be consistent
with the current SJVAPCD air quality plans. Likewise, projects that propose
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development that is less dense than anticipated within a general plan (or other
governing land use document) would be consistent with the air quality plans
because emissions would be lower than estimated for the region. If a project
proposes development that is greater than anticipated growth projections, the
project would be in conflict with the SJVAPCD air quality plans, and might have
a potentially significant impact on air quality because emissions would exceed
those estimated for the region. This situation would warrant further analysis to
determine if a proposed project and surrounding projects would exceed the
growth projections used in the SJVAPCD air quality plans for a specific
subregional area.
As discussed in Section 4.9, Land Use and Planning, the General Plan land use
designations for the project site are Low Density Residential, Low-Medium
Density Residential, High-Medium Density Residential, and General
Commercial. The project site also currently zoned for One-Family Dwelling and
Regional Commercial. The proposed project involves a request for the approval
of a General Plan Amendment from the current designations to General
Commercial, as well as a Zone Change from One-Family Dwelling to Regional
Commercial/Planned Commercial Development. Because the project is
requesting rezoning, it would not conflict with applicable land use plans or
policies, and would be considered consistent with the long-term General Plan
vision for the project area.
The proposed project would construct and operate a commercial development
consisting of a retail commercial center on 800,000 square feet of leasable
commercial space and a 240-room hotel. As discussed in Chapter 6, Growth-
Inducing Impacts, the proposed project would serve the existing and planned
local neighborhoods and would not require a large or diverse labor force.
Moreover, the project would not result in substantial indirect growth because the
project site and surrounding sites are already developed with commercial or
residential uses. Accordingly, the project would be consistent with recent growth
and labor projections for the region. While emissions would be generated during
construction and operation (discussed below), they would not be expected to
exceed SJVAPCD significance thresholds nor impede attainment or maintenance
of the NAAQS or CAAQS.
Because the project would not conflict with any applicable land use plan or
policy, would be consistent with recent growth projections for the region, and
would not exceed SJVAPCD’s significance thresholds, it would not conflict with
or obstruct implementation of the current SJVAPCD air quality plans. Therefore,
the impact would be less than significant.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
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Impact AQ-2. The proposed project would violate an air
quality standard or contribute substantially to an
existing or projected air quality violation.
Construction
Short-term emissions would be generated during the construction phase of the
project and would be short in duration (temporary), without lasting impacts on air
quality. Sources of short-term construction emissions would be related to earth-
moving activities, travel by construction equipment, exhaust from construction
equipment, architectural coatings, asphalt paving, and mobile emissions
associated with the transport of construction workers. Criteria pollutant emissions
generated by these sources were quantified using CalEEMod. Refer to the Air
Quality Impact Analysis (Appendix F) for model outputs and detailed
assumptions.
Table 4.2-7 presents the project’s short-term emissions based on the anticipated
construction period.
Table 4.2-7. Unmitigated Short-Term (Construction) Project Emissions
Year ROG NOX CO SO2
PM10 PM2.5
Dust Exhaust Total Dust Exhaust Total
2015 0.49 4.39 3.66 0.005 0.47 0.23 0.70 0.21 0.22 0.42
2016 3.90 5.23 5.25 0.008 0.23 0.30 0.53 0.06 0.28 0.34
2017 0.63 5.40 4.96 0.008 0.55 0.29 0.84 0.23 0.27 0.50
2018 3.71 3.96 4.36 0.008 0.21 0.21 0.43 0.06 0.20 0.26
SJVAPCD
Threshold 10 10 - - BMPs - 15 BMPs - 15
Threshold
Exceeded? NO NO - - - - NO NO
BMPs = best management practices
CO = carbon monoxide
NOX = nitrogen oxides
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
ROG = reactive organic gases
SJVAPCD = San Joaquin Valley Air Pollution Control District
SO2 = sulfur dioxide
Source: Appendix F
The construction emissions above represent a worst-case scenario for
construction equipment, as CalEEMod defaults for type of equipment, quantity of
equipment in the fleet, and power rating were utilized because no specific
equipment listing was available at the time of this report. As calculated with
CalEEMod using the default equipment listing, the short-term emissions are not
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predicted to exceed SJVAPCD annual significance thresholds levels for ROG,
NOX, or total PM.
While SJVAPCD’s annual significance criteria would not be exceeded, Table
4.2-7 indicates that construction activities would trigger the need for emission
reductions consistent with the requirements of SJVAPCD’s Rule 9510, Indirect
Source Review, as construction emissions would be in excess of 2.0 tons per year.
Under SJVAPCD’s Rule 9510, construction exhaust emissions equal to or
exceeding 2.0 tons of NOX or PM10 exhaust emissions are required to reduce
NOX emissions by 20% and PM10 exhaust emissions by 45%, compared with the
statewide fleet average (Mitigation Measure MM AQ-1 (part (a)(ii))). In addition,
Mitigation Measure MM AQ-1 (part (a)(iii)) is required to further reduce
construction-related exhaust emissions.
Table 4.2-8 summarizes mitigated construction emissions consistent with
Mitigation Measure MM AQ-1 (part (a)). The emission estimates also assume
implementation of fugitive dust best management practices (BMPs), which are
required pursuant to SJVAPCD Regulation VIII and outlined in Mitigation
Measure MM AQ-1 (part (a)(i)). Compliance with SJVAPCD Regulation VIII is
required to mitigate fugitive dust emissions to less-than-significant levels.
Construction emissions would be less than significant with implementation of
Mitigation Measure MM AQ-1(part (a)).
Table 4.2-8. Mitigated Short-Term (Construction) Project Emissions
Year ROG NOX CO SO2
PM10 PM2.5
Dust Exhaust Total Dust Exhaust Total
2015 0.18 2.09 3.13 0.005 0.24 0.09 0.33 0.10 0.09 0.19
2016 3.51 3.15 5.20 0.008 0.23 0.15 0.38 0.06 0.15 0.21
2017 0.25 2.98 4.57 0.008 0.32 0.14 0.46 0.12 0.14 0.26
2018 3.44 2.74 4.43 0.008 0.21 0.14 0.35 0.06 0.13 0.19
SJVAPCD
Threshold 10 10 - - BMPs - 15 BMPs - 15
Threshold
Exceeded? NO NO - - - - NO NO
BMPs = best management practices
CO = carbon monoxide
NOX = nitrogen oxides
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
ROG = reactive organic gases
SJVAPCD = San Joaquin Valley Air Pollution Control District
SO2 = sulfur dioxide
Source: Appendix F
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Operations
Long-term emissions would be caused by operational mobile transportation
emissions from shoppers, employees, maintenance equipment, and area source
emissions from incidental activities related to permanent utilities and services for
the shopping center, such as paint reapplications and cleaning. Each of these
sources was taken into account in calculating the project’s long-term operational
emissions, which were quantified using CalEEMod. Refer to the Air Quality
Impact Analysis (Appendix F) for model outputs and detailed assumptions.
Estimated operational emissions are summarized in Table 4.2-9. It is important to
note that operational emissions in 2017 represent Phase I only, while operational
emissions in 2019 represent both Phases I and II (full operation).
Table 4.2-9. Unmitigated Long-Term (Operational) Project Emissions
Year ROG NOX CO SO2
PM10 PM2.5
Dust Exhaust Total Dust Exhaust Total
Phase I (Starting in Calendar Year 2017)
Area 2.10 <0.01 0.03 0.00 0.00 <0.01 <0.01 0.00 <0.01 <0.01
Energy 0.03 0.29 0.24 0.002 0.00 0.02 0.02 0.00 0.02 0.02
Mobile 7.67 10.22 53.50 0.10 6.21 0.13 6.34 1.66 0.12 1.78
Phase I Total 9.80 10.51 53.77 0.10 6.21 0.15 6.36 1.66 0.14 1.80
Phase II (Starting in Calendar Year 2019)
Area 2.10 <0.01 0.02 0.00 0.00 <0.01 <0.01 0.00 <0.01 <0.01
Energy 0.03 0.29 0.25 0.002 0.00 0.02 0.02 0.00 0.02 0.02
Mobile 6.41 8.44 43.66 0.08 6.21 0.09 6.30 1.67 0.10 1.77
Phase II Total 8.55 8.73 43.92 0.09 6.21 0.13 6.34 1.67 0.12 1.79
Phases I & II Emissions
Area 4.20 <0.01 0.05 0.00 0.00 <0.01 <0.01 0.00 <0.01 <0.01
Energy 0.06 0.58 0.49 0.004 0.00 0.04 0.04 0.00 0.04 0.04
Mobile 14.08 18.66 97.16 0.18 12.42 0.24 12.66 3.33 0.22 3.55
Phases I & II Total 18.35 19.24 97.69 0.19 12.42 0.28 12.70 3.33 0.26 3.59
SJVAPCD Threshold 10 10 - - - - 15 - - 15
Threshold Exceeded? YES YES - - - - YES - - NO
CO = carbon monoxide
NOX = nitrogen oxides
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
ROG = reactive organic gases
SJVAPCD = San Joaquin Valley Air Pollution Control District
SO2 = sulfur dioxide
Source: Appendix F
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As shown in Table 4.2-9, operational NOX emissions would exceed the
SJVAPCD’s significance thresholds during Phase I, while both ROG and NOX
emissions would exceed the SJVAPCD’s significance thresholds during Phase II.
The project would be subject to SJVAPCD’s Rule 9510, which requires
operational NOX and PM10 emissions be reduced by 33.3% and 50%,
respectively (see Mitigation Measure MM AQ-1 (part (a)(ii))). Mitigation
Measure MM AQ-2 also outlines several area source strategies that would be
implemented by the project applicant to reduce operational emissions. As shown
in Table 4.2-10, ROG and NOX emissions would still exceed SJVAPCD’s
significance thresholds even with Rule 9510 compliance and implementation of
onsite mitigation. Accordingly, the project proponent would enter into a
Voluntary Emissions Reduction Agreement (VERA), as outlined in Mitigation
Measure MM AQ-1 (part (c)), with SJVAPCD to reduce operational ROG and
NOX emissions below air district thresholds. Operational emissions would be less
than significant with implementation of Mitigation Measures MM AQ-1 (parts
(a) and (c)) and MM AQ-2.
Table 4.2-10 summarizes operational emissions with implementation of
Mitigation Measures MM AQ-1(parts (a) and (c)) and MM AQ-2.
Table 4.2-10. Mitigated Long-Term (Operational) Project Emissions
Year ROG NOX CO SO2
PM10 PM2.5
Dust Exhaust Total Dust Exhaust Total
Phase I (Starting in Calendar Year 2017)
Area 1.91 <0.01 0.03 0.00 0.00 <0.01 <0.01 0.00 <0.01 <0.01
Energy 0.03 0.29 0.24 0.002 0.00 0.02 0.02 0.00 0.02 0.02
Mobilea 7.22 7.83 43.34 0.07 4.18 0.10 4.27 1.12 0.09 1.21
ISR Reductionb - -1.11 - - - - -1.11 - - -
VERA Reductionc -7.17 -2.84 - - - - - - - -
Phase I Total 2.00 4.17 43.61 0.07 4.18 0.12 3.18 1.12 0.11 1.23
Phases I & II Emissions
Area 3.82 <0.01 0.05 0.00 0.00 <0.01 <0.01 0.00 <0.01 <0.01
Energy 0.06 0.58 0.49 0.004 0.00 0.04 0.04 0.00 0.04 0.04
Mobilea 13.28 14.33 78.73 0.13 8.36 0.18 8.53 2.24 0.16 2.40
ISR Reductionb - -2.08 - - - - -2.22 - - -
VERA Reductionc -7.17 -2.84 - - - - - - - -
Phases I & II Total 9.99 9.99 79.26 0.13 8.36 0.22 6.35 2.24 0.21 2.44
SJVAPCD Threshold 10 10 - - - - 15 - - 15
Threshold Exceeded? NO NO - - - - NO - - NO
a “Mitigated” mobile source emissions reflect adjustments made to the CalEEMod emissions model to account for
atypical mitigations to reflect mitigations that generate emissions reductions from BAU conditions that are
characteristic of the project traffic and development environment and are not measures incorporated into project
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Year ROG NOX CO SO2
PM10 PM2.5
Dust Exhaust Total Dust Exhaust Total
design. Please refer to the Air Quality Impact Analysis (Appendix F) for additional assumptions and model outputs.
b Reduction applied to the project from compliance with SJVAPCD Rule 9510 – Indirect Source Review, which is
33% of NOX emissions and 50% of PM10 emissions. SJVAPCD Rule 9510 requires the reduction of operational
NOX by 33.3% from unmitigated emissions and operational PM10 by 50% from unmitigated emissions. The rule
allows all reductions to be applied as mitigation to a project. The ISR reductions displayed in Table 4.2-10 were
calculated using the following example’s methodology: 33.3% of unmitigated NOX for Phases I and II is 6.41 tons.
The difference between mitigated and unmitigated NOX (the tons of NOX reduced by the project through
mitigation) is 4.33 tons. By subtracting 4.33 tons from 6.41 tons, the remaining tonnage of NOX (2.08) that the
project must reduce to conform with Rule 9510 is derived and noted in the row labeled “ISR Reduction.”
c Reduction applied to the project from anticipated VERA. VERAs are contracts in which project developers agree
to pay a fee per ton of operational emissions in order to reduce project-related emissions to a level below
significance. SJVAPCD utilizes the funds paid to realize actual emissions reductions elsewhere (off site).
CO = carbon monoxide
ISR = Indirect Source Review
NOX = nitrogen oxides
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
ROG = reactive organic gases
SJVAPCD = San Joaquin Valley Air Pollution Control District
SO2 = sulfur dioxide
VERA = Voluntary Emissions Reduction Agreement
Source: Appendix F
Combined Construction and Operational Emissions
Once Phase I of the project has been completed there will be 2 years (2017–
2018) where Phase I operational and Phase II construction emissions would
overlap. Because construction and operation of the proposed project would
overlap, combined construction and operational emissions are presented in Table
4.2-11 and compared with SJVAPCD’s thresholds. Note that emissions estimates
assume implementation of Mitigation Measures MM AQ-1 (parts (a) and (c)) and
MM AQ-2.
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Table 4.2-11. Combined Construction and Operational Project Emissions
Year ROG NOX CO SO2
PM10 PM2.5
Dust Exhaust Total Dust Exhaust Total
2017
Phase I
Operationala 2.00 4.17 43.61 0.07 4.18 0.12 3.18 1.12 0.11 1.23
Phase II
Construction 0.25 2.98 4.57 0.01 0.32 0.14 0.46 0.12 0.14 0.26
TOTAL: 2017 2.25 7.15 48.18 0.08 4.50 0.26 3.64 1.24 0.25 1.49
SJVAPCD
Threshold 10 10 - - - - 15 - - 15
Threshold
Exceeded? NO NO - - - - NO - - NO
2018
Phase I
Operationala 2.02 4.16 44.26 0.07 4.31 0.12 3.18 1.15 0.11 1.26
Phase II
Construction 3.44 2.74 4.43 0.01 0.21 0.14 0.35 0.06 0.13 0.19
TOTAL: 2017 5.46 6.90 48.69 0.08 4.52 0.26 3.53 1.21 0.24 1.45
SJVAPCD
Threshold 10 10 - - - - 15 - - 15
Threshold
Exceeded? NO NO - - - - NO - - NO
a These operational numbers have been reduced per compliance with Rule 9510 ISR and anticipated VERA.
CO = carbon monoxide
ISR = Indirect Source Review
NOX = nitrogen oxides
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
ROG = reactive organic gases
SJVAPCD = San Joaquin Valley Air Pollution Control District
SO2 = sulfur dioxide
VERA = Voluntary Emissions Reduction Agreement
Source: Appendix F
As shown in Table 4.2-11, combined construction and operational emissions
would not exceed SJVAPCD’s ROG and NOX thresholds, and combined
construction and operational emissions would be less than significant with
implementation of Mitigation Measures MM AQ-1 (parts (a) and (c)) and
MM AQ-2.
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Mitigation Measures
MM AQ-1. Prior to the issuance of grading permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
(a) Obtain Required Permits. The project shall be required to comply with all
applicable rules and regulations as set forth by the San Joaquin Valley Air
Pollution Control District (SJVAPCD). To ensure compliance, the project
proponent shall obtain all construction permits deemed necessary by the
SJVPACD and shall comply with all measures as specified by that agency
including, but not limited to:
(i) Fugitive Dust Control Plan. The project proponent shall develop a
Fugitive Dust Control Plan in accordance with SJVAPCD Regulation
VIII, Dust Control Requirements to Control Construction Emissions of
PM10 (particulate matter 10 microns in diameter or less). The Plan shall
include, but is not limited to, the following: A project description, a
listing of all anticipated fugitive dust emissions included in the project,
and methods for adherence to all regulations related to onsite watering,
reduced vehicle speeds, track-out devices, surface stabilization, fugitive
dust control practices, free-board limits, mud/dirt accumulation, cease
grading during heightened wind speeds.
(ii) Indirect Source Review. The project proponent shall provide the City
with proof that an Indirect Source Review (ISR) application has been
approved by SJVAPCD, if deemed necessary by that agency.
(iii) Incorporate Measures to Reduce Construction Exhaust Emissions.
The project proponent shall require that all construction contractors to
utilize Tier 3 engines for all off-road construction equipment over 50
horsepower, unless such an engine is not available for a particular item
of equipment. In the event a Tier 3 engine is not available for any off-
road engine larger than 100 horsepower, that engine shall be equipped
with retrofit controls that would provide nitrogen oxides (NOX) and
particulate matter emissions that are equivalent to a Tier 3 engine.
Additionally, all equipment engines shall be maintained in good
operating condition and in proposed tune per manufacturers’
specifications and shall be turned off when not in use, and idling shall be
minimized. All vehicles shall also comply with any measures specified
by SJVAPCD related to NOX emissions from on-road heavy-duty diesel
haul vehicles.
(b) Valley Fever. The project proponent shall ensure that construction workers
are educated regarding the symptoms and potential health effects associated
with exposure to Coccidioides immitis fungus spores; and that construction
workers are provided with personal protective equipment such as respiratory
equipment (masks), if requested. This will reduce potential exposure to
airborne dust and facilitate recognition of symptoms and earlier treatment of
Valley Fever.
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(c) Reduction of Reactive Organic Gas (ROG) and NOX Emissions. The
project proponent shall submit evidence, verified by SJVAPCD, that
demonstrates that the project’s construction and operational-related PM10,
ROG, and NOX emissions will be reduced to below SJVAPCD’s numeric
threshold of 15, 10, and 10 tons per year, respectively. These reductions can
be achieved by any combination of project design, compliance with the ISR,
and/or via the project proponent entering into a development mitigation
contract (i.e., Voluntary Emission Reduction Agreement, or VERA), with
SJVAPCD.
If a VERA is utilized, a copy of the executed agreement and implementing
reports will be provided to the City to demonstrate compliance. Additionally,
the project proponent shall supply updated documents if the requirements
change as the VERA is reassessed by SJVAPCD at each phase of project
development. This requirement will be enforced and verified by SJVAPCD.
The current VERA payment fee for construction emissions is $9,350 per ton
of NOX; payment fees vary by year (i.e., future year payment fees for NOX
could be more than the current price of $9,350) and are sensitive to the
number of projects requiring emission reductions within the same air basin.
At the time of issuance for building permits for each phase of the project,
associated fees will be calculated and collected by SJVAPCD and will
depend on the emissions required to be mitigated after all selected emission
reduction projects are completed. The VERA shall identify the amount of
emissions to be reduced, in addition to the amount of funds to be paid to
SJVAPCD by the project proponent to implement emission reduction
projects required for the project.
MM AQ-2. The project shall continuously comply with the items listed below
during all operations of the project and, prior to the issuance of Final Occupancy
approval, the project proponent shall provide evidence to the City of Bakersfield
Planning Division to demonstrate methods for compliance with the following:
(a) Implement Onsite Mitigation to Reduce Operational Emissions. The
project proponents will incorporate the following onsite mitigation into the
project design:
(i) Use low volatile organic compound (VOC) paint (non-residential
interior).
(ii) Use low VOC paint (non-residential exterior).
(iii) Require the electrification of landscaping equipment, with a minimum of
3% of lawnmowers, leaf blowers, and chainsaws to be electrified.
Level of Significance after Mitigation
Impacts would be less than significant.
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Impact AQ-3. The proposed project would expose
sensitive receptors to substantial pollutant
concentrations.
Localized Particulate Matter
Particulate matter generated by the project may be inhaled and absorbed into the
body’s respiratory system, which could increase the severity of asthma attacks
and other lung diseases. The maximum offsite, ground-level concentration of
PM2.5 for the 24-hour and annual periods was predicted using the AERMOD
dispersion software and the CalEEMod operational outputs. The results of the
modeling are presented in Table 4.2-12 and compared with SJVAPCD’s
incremental PM2.5 concentration-based significance thresholds.
Table 4.2-12. Predicted PM2.5 Concentrations from Project Operations
Parameter 24-Hour Annual
Predicted concentration 1.18 0.31
SJVAPCD Thresholds 2.5 0.60
Exceeds Threshold in 2017? NO NO
SJVAPCD = San Joaquin Valley Air Pollutant Control District
Source: Appendix F
As shown in Table 4.2-12, operation of the project would not result in localized
PM concentrations that exceed SJVAPCD’s significance threshold. While
construction activities would generate PM from land disturbance activities and
equipment usage, emissions would be short term and cease once construction is
complete. Moreover, fugitive dust emissions would be controlled through
compliance with SJVAPCD Regulation VIII (see Mitigation Measure MM AQ-a
(part (a)(i))). Consequently, exposure of sensitive receptors to localized
particulate matter would be a less-than-significant impact.
In addition, Table 4.2-13 summarizes predicted concentrations of NO2, SO2, CO,
PM10, and PM2.5, relative to the NAAQS and CAAQS. As indicated in Table
4.2-13, predicted concentrations are not anticipated to result in exceedances of
the NAAQS nor CAAQS. Consequently, this impact is considered less than
significant.
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Table 4.2-13. Predicted Ambient Air Quality Impacts
Pollutant
Averaging
Period
Background
(µg/m3)
Project
(µg/m3)
Project +
Background
(µg/m3)
NAAQS
(µg/m3)
CAAQS
(µg/m3)
NO2 1-hour 115.10 27.94 143.04 188.68 338
Annual 8.15 2.31 10.46 100 56
SO2
1-hour 19.20 0.22 19.42 196 655
3-hour 18.100 0.19 18.29 1,300 ---
24-hour 10.487 0.07 10.56 365 105
Annual 0.953 0.02 0.97 --- ---
CO 1-hour 3,091.50 104.60 3,196.10 40,000 23,000
8-hour 1,148.82 72.55 1,221.37 10,000 10,000
PM10 24-hour 109.00 3.53 112.53 150 50
Annual 59.13 0.92 60.05 --- 20
PM2.5 24-hour 83.00 1.18 84.18 35 ---
Annual 22.40 0.31 22.71 12.0 12
µg/m3 = micrograms per cubic meter
CAAQS = California Ambient Air Quality Standards
CO = carbon monoxide
NAAQS = National Ambient Air Quality Standards
NO2 = nitrogen dioxide
PM10 = particulate matter 10 microns or less in diameter
PM2.5 = particulate matter 2.5 microns or less in diameter
SO2 = sulfur dioxide
Localized Carbon Monoxide
Ambient CO concentrations normally correspond closely to the spatial and
temporal distributions of vehicular traffic. Relatively high concentrations of CO
would be expected along heavily traveled roads and near busy intersections. CO
concentrations are also influenced by wind speed and atmospheric mixing;
however, under inversion conditions prevalent in the valley, CO concentrations
may be more uniformly distributed over a broad area. Under certain
meteorological conditions, CO concentrations along a congested roadway or
intersection may reach unhealthful levels for sensitive receptors. This localized
impact can result in elevated levels of CO, or hot-spots, even though
concentrations at the closest air quality monitoring station may be below
NAAQS and CAAQS.
As discussed in Section 4.2.4.2, SJVAPCD has adopted screening criteria that
provide a conservative indication of whether project-generated traffic will exceed
the CAAQS. Although the project would be a substantial source of traffic
(800,000 square feet of retail commercial), given the location of the site and the
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future planned improvements, a traffic impact study (Appendix C) was prepared
for this project by Ruettgers & Schuler evaluating a total of 15 intersections
(seven signalized and eight unsignalized). Based on future programmed roadway
improvements (restriping, signalization, and roadway improvements for which
the project would be required to contribute its fair share towards the costs), all
potentially affected intersections and roadway segments would operate at a level
of service of C or better. Accordingly, implementation of the project would not
violate SJVAPCD’s conservative screening criteria for CO hot-spots.
Consequently, exposure of sensitive receptors to CO hot spots would be a less-
than-significant impact.
Localized Diesel Particulate Matter
Project Construction
Project construction would generate DPM, resulting in the exposure of nearby
existing sensitive receptors (e.g., residences) to increased DPM concentrations.
Cancer health risks associated with exposure to diesel exhaust are typically
associated with chronic exposure, in which a 70-year exposure period is
assumed. In addition, DPM concentrations, and, therefore, cancer health risks,
dissipate as a function of distance from the emissions source.
As described above, there are sensitive receptors within 1,000 feet of the project
site (see Table 4.2-2). DPM generated during construction may expose these
receptors to increased health risks. The greatest potential for DPM emissions
would occur in 2016 (see Tables 4.2-7 and 4.2-8).
Overall, construction of the entire project would occur over a 4-year period. This
is well below the 70-year exposure period typically associated with increased
cancer health risks. Moreover, Mitigation Measure MM AQ-1 (part (a)(iii))
would reduce DPM emissions by requiring use of EPA Tier 3 or cleaner engines,
while SJVAPCD Rule 9510 would require a 45% reduction in construction-
related PM10 exhaust emissions (Mitigation Measure MM AQ-2 (part (a)(ii))).
As indicated in Tables 4.2-7 and 4.2-8, construction activities would generate
only minor amounts of DPM; mitigated PM10 exhaust emissions are estimated to
range from 0.09 and 0.15 pound per day, with maximum emissions generated in
2016. Because exposure to diesel exhaust would be well below the 70-year
exposure period and advanced DPM controls (e.g., Tier 3 engines) would be
implemented, construction activities are not anticipated to result in an elevated
cancer risk for exposed persons or exceed SJVAPCD significance thresholds.
Consequently, construction-related DPM emissions impacts would be less than
significant.
Project Operations
The proposed project would result in emissions of TACs and would be located
near existing residences; therefore, an assessment of the potential risk to the
population attributable to emissions of hazardous air pollutants from the
proposed project is required.
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Ambient air concentrations were predicted with dispersion modeling to arrive at
a conservative estimate of increased individual carcinogenic risk that might occur
as a result of continuous exposure over a 70-year lifetime. Please refer to the Air
Quality Impact Analysis (Appendix F) for additional assumptions and model
outputs. Similarly, predicted concentrations were used to calculate non-cancer
chronic and acute hazard indices, which are the ratio of expected exposure to
acceptable exposure.
Table 4.2-14 summarizes the predicted cancer and non-cancer risks and
demonstrates that risks at the point of maximum impact would not exceed
SJVAPCD’s significance levels of ten in one million and 1.0, respectively, for
the proposed project. Accordingly, operation of the project would not expose
sensitive receptors to increased health risks from DPM. This impact would be
less than significant.
Table 4.2-14. Maximum Health Risks during Project Operations
Health Risk Value SJVAPCD Thresholds
Excess Cancer Riska 0.00000238 10 per million
Chronic Hazard Indexa 0.00115 1.0
a Based on continuous, 70-year residential exposure for the most sensitive receptor.
SJVAPCD = San Joaquin Valley Air Pollution Control District
Source: Appendix F
Valley Fever
Disturbance of soil containing C. immitis could expose the receptors adjacent to
the construction site to spores known to cause Valley Fever. Areas endemic to C.
immitis are generally arid to semiarid with low annual rainfall; as such, soil
containing the fungus is commonly found in Southern California and throughout
the Central Valley. Table 4.2-15 summarizes Valley Fever hospitalization rates
between 2002 and 2010 in affected California counties and indicates that over
60% of Valley Fever cases have been in people who live in the San Joaquin
Valley, with Kern County being the most affected county in the state.
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Table 4.2-15. Valley Fever Hospitalizations (2002-2010)
Region County Number
of Cases
Percentage
of State
Cases
Relative
State
Ranka
Northern California
Alameda 107 2% 11
Contra Costa 106 2% 12
Monterey 102 2% 13
Sacramento 65 1% 16
San Francisco 35 1% 19
Solano 36 1% 18
Total Northern California 451 7% -
Southern California
Imperial 20 0% 20
Los Angeles 852 14% 2
Orange 140 2% 10
Riverside 310 5% 7
San Bernardino 181 3% 9
San Diego 313 5% 6
Total Southern California 2,267 38% -
San Joaquin Valley
Fresno 681 11% 3
Kern 1,810 30% 1
Kings 345 6% 5
Madera 55 1% 17
Merced 81 1% 15
San Joaquin 238 4% 8
Stanislaus 93 2% 14
Tulare 447 7% 4
Total San Joaquin Valley 3,750 62% -
Total California 6,017 100% -
Source: Lighthouse pers. comm.
a State ranking presented in descending order, where counties with the highest
number of cases have the lowest rank (e.g., Kern County with 1,810 cases is ranked
#1 in the state for Valley Fever hospitalizations).
The presence of C. immitis in Kern County does not guarantee that construction
activities would result in increased incidence of Valley Fever. Propagation of C.
immitis is dependent on climatic conditions, with the potential for growth and
surface exposure highest following early seasonal rains and long dry spells. C.
immitis spores can be released when filaments are disturbed by earthmoving
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activities, although receptors must be exposed to and inhale the spores to be at
increased risk of developing Valley Fever. Moreover, exposure to C. immitis
does not guarantee that an individual will become ill—approximately 60% of
people exposed to the fungal spores are asymptomatic and show no signs of an
infection (U.S. Geological Survey 2000).
While there are a number of factors that influence receptor exposure and
development of Valley Fever, earthmoving activities during construction could
release C. immitis spores if filaments are present and other soil chemistry and
climatic conditions are conducive to spore development. Receptors adjacent to
the construction area may therefore be exposed to increase risk of inhaling C.
immitis spores and subsequent development of Valley Fever. Dust-control
measures are the primary defense against infection (U.S. Geological Survey
2000). Compliance with SJVAPCD Regulation VIII (Mitigation Measure MM
AQ-1 (part (a)(i))) would avoid dusty conditions and reduce the risk of
contracting Valley Fever through routine watering and other controls. Mitigation
Measure MM AQ-1 (part (b)) also requires construction workers to be educated
regarding the symptoms and potential health effects associated with exposure to
C. immitis. Personal protective equipment will also be provided, if requested.
Therefore, the impact of exposure of sensitive receptors to increased Valley
Fever risk during construction would be less than significant with
implementation of Mitigation Measure MM AQ-1 (parts (a)(i) and (b)).
Mitigation Measures
Implementation of Mitigation Measure MM AQ-1 (parts (a) and (b)) would
reduce impacts to less-than-significant levels.
Level of Significance after Mitigation
Impacts would be less than significant.
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Section 4.3
Biological Resources
4.3.1 Introduction
This section addresses the existing biological resources located on the proposed
project site and in the vicinity, and identifies potential impacts on biological
resources that may be affected by the proposed project. This section also presents
information regarding applicable regulations and existing onsite floral and faunal
resources, including special-status species located through a biological resources
study. Mitigation measures are recommended to reduce potential impacts caused
by the proposed project where applicable.
The analysis presented in this section is primarily based on a biological report
prepared by Quad Knopf titled Biological Resources Evaluation, Hosking/99
Commercial Center, which is attached in its entirety as Appendix B (Quad Knopf
2014). In addition to field work, the survey included pre-field research to identify
special-status1 plants and wildlife potentially occurring in the project vicinity.
This research included a review of the California Natural Diversity Database
(CNDDB), the California Native Plant Society’s (CNPS) Online Inventory of
Rare and Endangered Plants, and the United States Fish and Wildlife Service
(USFWS) website.
A biological survey was also conducted for this site in 2008 by Paul Pruett &
Associates (A Biological Assessment of Vegetation and Wildlife, 93+ Acres,
Section 25, T30S, R27E, MDB&M, Bakersfield, Kern County, California [Paul
Pruett & Associates 2008]).
4.3.2 Environmental Setting
The environmental setting for biological resources provides a description of the
conditions that exist on the project site, including a list of plant species, plant
communities, animals, and valuable habitat found on the site and the overall
potential for floral and faunal species to use and/or be located on the project site.
1 Special-status refers to any species considered by state or federal agencies as endangered, threatened, or depleted
and of special concern.
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The entire project site is within the Metropolitan Bakersfield Habitat
Conservation Plan (MBHCP) area (City of Bakersfield and Kern County 1994).
The project site is also in an area that has historically been used for farming,
grazing, and oil production. A survey of the project site was conducted in
October 2007 by Paul Pruett & Associates and again in February 2014 by Quad
Knopf. In compliance with the MBHCP, a reconnaissance-level biological survey
was conducted by qualified biologists who walked meandering transects
throughout the entire project site and a 250-foot buffer, where feasible, to
determine the extent of plant communities and sensitive habitats. The surveyed
area was also evaluated to determine the potential for occurrences of special-
status plant and animal species. The current land uses in the survey area were
recorded, as were plants, wildlife, and wildlife sign (e.g., scat, burrows, feathers,
tracks). Habitat features and qualities were noted, including the potential for
those habitats to support wildlife. A discussion of the existing vegetation and
wildlife that occur or have the potential to occur on the project site is provided
below.
4.3.2.1 Vegetation
The project site is highly disturbed and does not contain any undisturbed native
habitat. The site appears to have been used historically for agricultural use and
includes foundations, trash, and predominantly nonnative vegetation. Much of
the site appears to be regularly disked. Table 4.3-1 lists the plant species that
were observed during the 2014 survey and their originations.
While four sensitive natural communities (Valley Saltbush Scrub, Valley Sacaton
Grassland, Great Valley Cottonwood Riparian Forest, and Great Valley Mesquite
Scrub) have been recorded within 10 miles of the project site, the project site
lacks any sensitive plant communities, including riparian2 communities.
Table 4.3-1. Plants Observed During the Biological Survey
Common Name (Scientific Name) Source
Fiddleneck (Amsinckia menziesii) Native
Mulefat (Baccharis salicifolia) Native
Brome grass (Bromus spp.) European
Jimson weed (Datura stramonium) South America
Foxtail barley (Hordeum jubatum) Native
Red-stem filaree (Erodium cicutarium) European
Telegraph weed (Heterotheca grandiflora) Native
Common mallow (Malva neglecta) Eurasian
Russian thistle (Salsola tragus) European
2 Of, on, or relating to the banks of a course of water
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Common Name (Scientific Name) Source
Mustard (Sisymbrium spp.) European
Source: Appendix B
As shown in Table 4.3-1, four of the ten plant species observed at the project site
are native to the area. The remaining species are either invasive or exotic
herbaceous plant species. No trees or woody, non-herbaceous bushes were
observed at the project site during the survey.
Special-Status Plant Species
Special-status plant species are species legally protected under the state and
federal endangered species acts or other regulations, or species considered
sufficiently rare by the scientific community to qualify for such a listing. Special-
status plants are species in the following categories:
species listed or proposed for listing as threatened or endangered under the
federal Endangered Species Act (ESA) (50 Code of Federal Regulations
[CFR] 17.12 [listed plants] and various notices in the Federal Register [FR]
[proposed species]);
species listed or proposed for listing by the State of California as threatened
or endangered under the California Endangered Species Act (CESA) (14
California Code of Regulations [CCR] 670.5);
species that meet the definitions of rare, threatened, or endangered under
CEQA (State CEQA Guidelines § 15380);
plants listed as rare or endangered under the California Native Plant
Protection Act (California Fish and Game Code § 1900 et seq.);
plants considered by the California Native Plant Society (CNPS) to be rare,
threatened, or endangered in California (Lists 1B and 2 in Skinner and Pavlik
1994); or
plants listed by CNPS as plants for which more information is needed to
determine their status, and as plants of limited distribution that may be
included as special-status species on the basis of local significance or recent
biological information (Lists 3 and 4).
A query of the 2014 CNDDB and CNPS records for the Gosford 7.5-minute U.S.
Geological Survey (USGS) quadrangle and eight surrounding quadrangles
(Rosedale, Oildale, Oil Center, Stevens, Millux, Conner, Lamont, and Weed
Patch) and the USFWS list of potentially occurring species identified 20 special-
status plant species as having the potential to occur in the vicinity of the project
site (Appendix B). Table 4.3-2 lists these 20 special-status plant species and their
regulatory statuses.
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Table 4.3-2. Special-Status Plant Species Potentially Occurring in the
USGS Gosford, Rosedale, Oildale, Oil Center, Stevens, Millux, Conner,
Lamont, and Weed Patch Quadrangles
Common Name (Scientific Name)
Legal Status
(USFWS/CDFW/CNPS)
Status Code
Horn’s milk-vetch (Astragalus hornii var. hornii) --/--/1B.2
Lost Hills crownscale (Atriplex coronate var. vallicola) --/--/1B.2
Bakersfield smallscale (Atriplex tularensis) --/SE/1B.1
Alkali mariposa lily (Calochortus striatus) --/--/1B.2
California jewelflower (Caulanthus californicus) FE/CE/1B.1
Hispid salty bird’s beak (Chloropyron molle ssp.
Hispidum) --/--/1B.2
Recurved larkspur (Delphinium recurvatum) --/--/1B.2
Kern mallow (Eremalche kernensis) FE/--/1B.1
Hoover’s eriastrum (Eriastrum hooveri) --/--/4.2
California satintail (Imperata brevifolia) --/--/2B.1
Coulter’s goldfield (Lasthenia glabrata ssp. Coulteri) --/--/1B.2
Comanche Point layia (Layia leucopappa) --/--/1B.1
Calico monkeyflower (Mimulus pictus) --/--/1B.2
San Joaquin woollythreads (Monolopia congdonii) FE/--/1B.2
Piute Mountains navarretia (Navarretia setiloba) --/--/1B.1
Bakersfield cactus (Opuntia basilaris var. treleasei) FE/SE/1B.1
California chalk-moss (Pterygoneurum californicum) --/--/1B.1
Oil neststraw (Stylocline citroleum) --/--/1B.1
Mason’s neststraw (Stylocline masonii) --/--/1B.1
California screw moss (Tortula californica) --/--/1B.2
Status Codes: FE = Federally listed as endangered (USFWS); SE = State-listed as
endangered (California Department of Fish and Wildlife [CDFW])
1B = Plants rare, threatened, or endangered in the state and elsewhere (CNPS)
4 = Plants having a limited distribution (watch list)
1 = Seriously endangered in California (over 80% of occurrences threatened/high
degree and immediacy of threat) (CNPS)
.2 = Fairly endangered in California (20–80% occurrences threatened) (CNPS)
Source: Appendix B
No evidence of these 20 special-status plant species, or any other special-status
plant species, was observed during the project site survey, and the project site
lacks suitable habitat to support any of these species. Special-status plant species
are not anticipated to occur on the project site.
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4.3.2.2 Wildlife
Wildlife species using the project site were identified by sight, sound, and sign
during the 2014 site survey. The project site supports wildlife species typically
found in rural agricultural settings. Table 4.3-3 lists the four wildlife species
detected at the project site during the survey.
Table 4.3-3. Wildlife Observed During the Biological Survey
Common Name (Scientific Name) Evidence
American kestrel (Falco sparverius) Sighted
Desert cottontail (Sylvilagus audubonii) Sign
Western side-blotched lizard (Uta stansburiana) Sighted
San Joaquin kit fox (Vulpes macrotis mutica) Burrows and Scat
Source: Appendix B.
Special-Status Wildlife Species
Special-status wildlife species are wildlife legally protected under the CESA and
federal ESA or other regulations, and species considered sufficiently rare by the
scientific community to qualify for such listing. Special-status wildlife includes
species in the following categories:
species listed or proposed for listing as threatened or endangered under the
federal ESA (50 CFR 17.11 [listed animals] and various notices in the FR
[proposed species]);
species listed or proposed for listing by the State of California as threatened
or endangered under CESA (14 CCR 670.5);
species that meet the definitions of rare, threatened, or endangered under
CEQA (State CEQA Guidelines § 15380);
animal species of special concern to CDFW; and
animals fully protected in California (California Fish and Game Code
§§ 3511 [birds], 4700 [mammals], and 5050 [reptiles and amphibians]).
A query of the CNDDB for the Gosford and eight surrounding 7.5-minute USGS
quadrangles and the USFWS list identified 29 special-status wildlife species as
having the potential to occur in the vicinity of the project site. Table 4.3-4 lists
these federal and/or state special-status wildlife species.
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Table 4.3-4. Special-Status Wildlife Species Potentially Occurring in the
USGS Gosford, Rosedale, Oildale, Oil Center, Stevens, Millux, Conner,
Lamont, and Weed Patch Quadrangles
Common Name (Scientific Name)
Legal Status
(USFWS/CDFW)
Tri-colored blackbird (Agelaius tricolor) --/SE*
Nelson’s antelope squirrel (Ammospermophilus nelson) --/ST
Bakersfield legless lizard (Anniella grinnellii) --/SSC
Burrowing owl (Athene cunicularia) --/SSC
Vernal pool fairy shrimp (Branchinecta lynchii) FT/--
Swainson’s hawk (Buteo swainsoni) --/ST
Western snowy plover (Charadrius alexandrines nivosus) --/SSC
Western yellow-billed cuckoo (Coccyzus americanus
occidentalis)
FPT/SE
Fulvous whistling duck (Dendrocygna bicolor) SSC
Valley elderberry longhorn beetle (Desmocerus californicus
dimorphus)
FT
Giant kangaroo rat (Dipodomys ingens) FE/SE
Short-nosed kangaroo rat (Dipodomys nitratoides brevinasus) --/SSC
Tipton kangaroo rat (Dipodomys nitratoides nitratoides) FE/SE
White-tailed kite (Elanus leucurus) --/FP
Southwestern willow flycatcher (Empidonax traillii extimus) FE/--
Western mastiff bat (Eumops perotis californicus) --/SSC
Blunt-nosed leopard lizard (Gambelia sila) FE/SE
Delta smelt (Hypomesus transpacificus) FT
Hoary bat (Lasiurus cinereus) --/SSC
Northern leopard frog (Lithobates pipens) --/SSC
San Joaquin whipsnake (Masticophis flagellum ruddocki) --/SSC
Tulare grasshopper mouse (Onychomys torridus tularensis) --/SSC
California red-legged frog (Rana draytonii) FT/--
Buena vista lake ornate shrew (Sorex ornatus ornatus) FE/SSC
Western Spadefoot (Spea hammondii) --/SSC
American badger (Taxidea taxus) --/SSC
Giant garter snake (Thamnophis gigas) FT/--
San Joaquin kit fox (Vulpes macrotis mutica) FE/ST
Yellow-headed blackbird (Xanthocephalus xanthoephalus) --/SSC
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Common Name (Scientific Name)
Legal Status
(USFWS/CDFW)
Status Codes: FE = Federally listed as endangered (USFWS); FPT= Federally
proposed for listing as threatened (USFWS); SE = State-listed as endangered
(CDFW); ST = State-listed as threatened (CDFW); SSC = State species of special
concern (CDFW); FP= State fully protected (CDFW)
*Tri-colored blackbird was listed as endangered under an emergency listing in
December 2014 by the California Fish and Game Commission.
Source: Appendix B.
Of the 29 species recorded in the nine-quadrangle literature review, all but six
lack suitable habitat on the project site. Based on habitat availability, there is a
potential for the following six species to occur on the project site: Bakersfield
legless lizard (Anniella grinnellii), burrowing owl (Athene cunicularia),
Swainson’s hawk (Buteo swainsoni), white-tailed kite (Elanus leucurus),
American badger (Taxidea taxus), and San Joaquin kit fox (Vulpes macrotis
mutica). While none of these species were observed on site, one species, San
Joaquin kit fox, was detected based on burrows and scat on the project site. A
potential San Joaquin kit fox den was also identified during the 2008 site survey
(Paul Pruett & Associates 2008a). Each of the six special-status species with a
potential to occur on the project site is discussed below.
San Joaquin Kit Fox
The San Joaquin kit fox is federally listed as an endangered species and state-
listed as a threatened species. The species uses a variety of native and nonnative
plant communities, including disturbed areas. The species is often associated
with annual grasslands, valley saltbush scrub, and valley sink scrub habitats. It is
also found in agricultural and developed areas. There are several occurrences
within 10 miles of the project area, and sign of the species was found during the
site survey. Numerous dens were found on site, though it was not clear if there
was recent activity at any of the dens.
Burrowing Owl
Burrowing owl is a California Species of Special Concern and is also protected
by the Migratory Bird Treaty Act (MBTA). The species is known to occur in a
wide range of habitats with relatively flat terrain and sparse or low vegetative
cover. Burrowing owls use existing burrows created by other burrowing wildlife
species, especially California ground squirrels. No burrowing owls were
observed or otherwise detected on the project site, but the site does contain
suitable foraging habitat and burrows suitable for use by burrowing owls.
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American Badger
American badger is a California Species of Special Concern that is typically
found in dry shrublands, forests, and herbaceous habitats with friable soils.
Occupied habitat is usually fairly open. This species was not detected on the
project site during the site survey; however, the site does provide suitable habitat
for the species.
White-tailed Kite
White-tailed kite is a California fully protected species and is also protected by
the MBTA. The species is typically found in open grasslands and agricultural
fields, but also may be found in open forests and shrublands. White-tailed kites
require an abundance of prey, which may be limited at the heavily disturbed
project site. Regardless, there is a potential for the species to use the site for
foraging.
Swainson’s Hawk
Swainson’s hawk is state-listed as a threatened species and is protected by the
MBTA. The species breeds and winters in open and semi-open desert, grassland,
and prairie habitats. The species is often associated with prairies, hayfields, and
other low-growing agricultural fields. There are multiple records of the species
within 10 miles of the project site. While the species was not detected during the
site visit and nesting habitat is not present on the site, there is a low potential for
the species to use the site for foraging.
Bakersfield Legless Lizard
The Bakersfield legless lizard is a California Species of Special Concern. The
species is found in sandy soils where moisture is provided by cover (boards,
leaves, or other material). The project site contains low-quality habitat, and the
species has a low potential to occur on the project site.
Wildlife Corridors and Wildlife Nurseries
There are no wildlife migration corridors on the project site or in the project
vicinity. The project site is adjacent to SR 99 to the west, which is a major
regional freeway. SR 99 severely restricts east-west wildlife movement in the
project vicinity. The project site may facilitate limited north-south wildlife
movement, but existing development cuts off the project site from other open
areas to the north and east, where wildlife movement is highly restricted. There
are currently open areas adjacent to the south of the project site, and wildlife
likely use the project site for movement to and from these areas. However,
Hosking Avenue to the south of the project site also restricts movement to and
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from the project site from the south. A more accommodating route for wildlife to
move from north to south would be the Kern Island Canal, which parallels the
site along the east side of So. H Street and is less inhibited by development.
Wildlife using this route would be required to navigate through and around gates
and over and under fences. Nonetheless, the project site facilitates limited
wildlife movement to the south on a very local level.
As discussed above, the project site does not contain any native habitat or large
trees suitable for special-status species. Therefore, the project site does not
appear to possess the native habitat or resources necessary to be a wildlife
nursery for special-status species. Additionally, no trees or woody, non-
herbaceous shrubs were observed at the project site during the survey. Therefore,
no suitable raptor nesting areas occur at the project site. However, raptors may
use the project site for foraging.
Nesting Birds
State and federal regulations protect most nesting birds in the project area. The
project site provides suitable ground nesting and limited general nesting habitat
for these protected bird species.
4.3.2.3 Wetlands
No wetlands, waters of the United States, waters of the State, or riparian (i.e.,
riverside) habitats were observed on the project site during the survey (Appendix
B).
Based on a June 25, 2008 site visit by ICF Jones & Stokes, it appears that the
proposed onsite stormwater drainage system’s outfall into the Kern Island Canal
would occur along a stretch of bank that is regularly mowed and maintained by
the Kern Delta Water District (the canal’s owner) and does not contain any
habitat. Vegetation along this bank comprises mainly scattered weedy brome
grasses (Bromus spp.).
4.3.3 Applicable Regulations
Applicable regulations related to biological resources are enforced by responsible
and trustee agencies such as CDFW and local jurisdictions such as the City of
Bakersfield (City). A discussion of applicable rules and regulations pertaining to
the proposed project and associated agencies is provided below.
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4.3.3.1 Federal and State Regulations
Federal and California Endangered Species Acts
USFWS and CDFW have direct regulatory authority over specially designated
organisms and their habitats under the federal ESA and CESA, respectively.
CDFW is a trustee agency under CEQA for biological resources throughout the
state.
In response to legislative mandates, USFWS and CDFW have defined sensitive
biological resources as organisms with regionally declining populations that may
become extinct if population trends continue. Habitats are considered sensitive
biological resources if they have limited distribution, have high wildlife value,
support sensitive species, or are particularly susceptible to disturbance.
Special-status species are plants and animals legally protected under the ESA, the
CESA, or other regulations, as well as species that are considered by the
scientific community to be sufficiently rare to qualify for such listing.
Migratory Bird Treaty Act
The MBTA decrees that all migratory birds and their parts—including eggs,
nests, and feathers—are fully protected. There are over 800 bird species covered
under this act, including all migratory birds and raptors, and some songbirds. The
MBTA protects migratory birds by prohibiting private parties from intentionally
taking, selling, or conducting other activities that would harm migratory birds,
their eggs, or nests, unless authorized by a special permit. Taking is defined as
“pursuing, hunting, shooting, wounding, killing, trapping, capturing, or
collecting.”
4.3.3.2 Local Regulations
Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan (MBGP) sets forth policies and goals
for biological resources. The policies that are relevant to the proposed project
include the following:
Accommodate new development that is sensitive to the natural environment,
and accounts for environmental hazards (Chapter II, Land Use Element).
Conserve and enhance Bakersfield’s biological resources in a manner which
facilitates orderly development and reflects the sensitivities and constraints
of these resources (Chapter V, Conservation Element) (City of Bakersfield
and Kern County 2002).
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Metropolitan Bakersfield Habitat Conservation Plan
The MBHCP sets forth in a planning document the components of a conservation
plan (City of Bakersfield and Kern County 1994). The goal of the MBHCP is to
acquire, preserve, and enhance native habitats that support endangered and
special-status species while allowing urban development to proceed as set forth
in the MBGP. The study area covered by the MBHCP contains both City and
Kern County jurisdiction. The MBHCP meets the requirements of both state and
federal endangered species acts. In addition, the MBHCP complies with state and
federal environmental regulations set forth in the National Environmental Policy
Act (NEPA) and CEQA. Upon payment of required mitigation fees and receipt of
City project approval, a development applicant would become a sub-permittee
and would be allowed the “incidental take” of species in accordance with state
and federal endangered species laws.
San Joaquin kit fox, Tipton kangaroo rat, and Bakersfield cactus are covered
under the MBHCP, but American badger, burrowing owl, white-tailed kite,
Swainson’s hawk, and Bakersfield legless lizard, along with other species
recorded in the project area, are not covered under the MBHCP’s incidental take
permit; therefore, the take permit does not cover the loss of habitat or incidental
take of these special-status species.
Incidental Take Permit No. 2081-2013-058-04
(Metropolitan Bakersfield Urban Development)
CDFW issued an incidental take permit (ITP) pursuant to Fish and Game Code
Section 2081, subdivisions (b) and (c), and the California Code of Regulations,
Title 14, section 783.0 et seq., for the Metropolitan Bakersfield 2010 General
Plan Area, which covers approximately 261,120 acres in central Kern County.
Lands within this area are predominantly privately owned, with approximately
96,000 acres under the City’s jurisdiction. The ITP covers urban development
with the project area and defines which activities constitute urban development.
Species covered by the ITP include the Tipton kangaroo rat, San Joaquin kit fox,
and the Bakersfield cactus. The ITP will expire in 2019 unless renewed by
CDFW.
4.3.4 Impacts and Mitigation
4.3.4.1 Methodology
The proposed project is evaluated according to its potential adverse effects on
biological resources. The impact analysis compares the existing conditions of the
project site with modifications proposed by the project. Any loss of habitat or
individual species that are protected would constitute a significant impact.
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4.3.4.2 Criteria for Determining Significance
The criteria used to determine the significance of an impact on biological
resources are based on Appendix G of the State CEQA Guidelines. The proposed
project could have a significant impact on the environment if it would result in
any of the following.
a) Have a substantial adverse effect, either directly or through habitat
modifications, on any species identified as a candidate, sensitive, or special
status species in local or regional plans, policies, or regulations, or by the
California Department of Fish and Wildlife or U.S. Fish and Wildlife
Service.
b) Have a substantial adverse effect on any riparian habitat or other sensitive
natural community identified in local or regional plans, policies, regulations
or by the California Department of Fish and Wildlife or U.S. Fish and
Wildlife Service.
c) Have a substantial adverse effect on federally protected wetlands as defined
by Section 404 of the Clean Water Act (including, but not limited to, marsh,
vernal pool, coastal, etc.) through direct removal, filling, hydrological
interruption, or other means.
d) Interfere substantially with the movement of any native resident or migratory
fish or wildlife species or with established native resident or migratory
wildlife corridors, or impede the use of native wildlife nursery sites.
e) Conflict with any local policies or ordinances protecting biological resources,
such as a tree preservation policy or ordinance.
f) Conflict with the provisions of an adopted Habitat Conservation Plan,
Natural Community Conservation Plan, or other approved local, regional, or
state habitat conservation plan.
Thresholds b and c were evaluated during the initial study process and were
determined to result in less-than-significant impacts on riparian habitat and no
impacts on federally protected wetlands, respectively. As such, these impacts are
not further evaluated below. For a detailed discussion of these impacts, refer to
Appendix A.
4.3.4.3 Project Impacts
Impact BIO-1. The proposed project would have a
substantial adverse effect, either directly or through
habitat modifications, on any species identified as a
candidate, sensitive, or special status species in local
or regional plans, policies, or regulations, or by the
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California Department of Fish and Wildlife or U.S. Fish
and Wildlife Service.
The project site is highly disturbed and does not contain any undisturbed native
habitat. No evidence of the 20 CNDDB-listed special-status plant species were
observed during the biological survey in February 2014 and the project site lacks
suitable habitat to support any of these species. Given the substantial ground
disturbance from historic farming, grading activities, and illegal use of the
project site, it is unlikely that special-status annual plant species would be
present. The proposed project would result in a less-than-significant impact on
special-status plant species.
There is a potential for the following six special-status wildlife species to occur
on the project site: Bakersfield legless lizard, burrowing owl, Swainson’s hawk,
white-tailed kite, American badger, and San Joaquin kit fox. Two of these
species are federally or state-listed species (San Joaquin kit fox [federally listed
as endangered and state-listed as threatened] and Swainson’s hawk [state listed as
threatened]), one is a California fully protected species (white-tailed kite), and
three are California Species of Special Concern: burrowing owl, American
badger, and Bakersfield legless lizard.
Potential San Joaquin kit fox dens were observed during the survey in 2008 and
the updated survey in 2014. Existing small mammal burrows found on site could
be used by burrowing owls. The project site also provides low-quality habitat for
Bakersfield legless lizard and American badger. The site does not contain
suitable nesting habitat for white-tailed kite or Swainson’s hawk; however, the
site does contain low-quality foraging habitat for both raptor species. Therefore,
indirect impacts in the form of the loss of potential habitat (foraging only for
white-tailed kite and Swainson’s hawk) for these species would occur at the
project site. Additionally, the proposed project has the potential for direct
impacts (e.g., mortality by heavy construction equipment) or incidental take of
San Joaquin kit fox, burrowing owl, American badger, and Bakersfield legless
lizard. The potential for San Joaquin kit fox and burrowing owl is considered
moderate to high. Direct impacts on either San Joaquin kit fox or burrowing owl
would be potentially significant. The potential for American badger and
Bakersfield legless lizard to occur is low because the habitat is of low quality.
Because American badger and Bakersfield legless lizard have a low potential to
occur on the site, the potential for direct impacts is also low. If any individual
American badgers or Bakersfield legless lizards are affected, the number of
affected individuals would be relatively low and would not result in significant
impacts on these two species.
The project site likely provides foraging habitat for raptors, including white-
tailed kite and Swainson’s hawk, but not nesting opportunities. The harassment
of nesting raptors (e.g., construction-related noise and dust that causes nest
abandonment) is considered indirect take3 under the MBTA. However, the lack
3 Indirect take is when an action does not cause mortality (direct take), but does cause a secondary deleterious
impact on a species (e.g., harassment by construction noise and dust sufficient to cause nest abandonment).
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of suitable nesting trees at the project site precludes nesting raptors at the site;
therefore, indirect take of nesting raptors would not occur. Also, because raptors
are highly mobile and can readily leave undesirable situations, the proposed
project would not result in the direct take (e.g., mortality by construction
equipment) of raptor species. Overall, the site is generally poor foraging habitat
for raptors because of its proximity to adjacent urban development and SR 99.
The associated noise, dust, and general disturbance can adversely affect raptor
species. Additionally, there are no large trees on the site. The proposed project
would result in a less-than-significant impact on raptors, including white-tailed
kite and Swainson’s hawk.
Though the site does not include nesting habitat for raptors, the site does contain
suitable nesting habitat for ground-nesting birds and for other birds that may nest
in the herbaceous cover provided on the project site. Any construction activity
that occurs during nesting bird season (typically February 15 through September
15) has a potential to result in take (directly or indirectly) of a protected nest.
Impacts involving injury to or killing of any bird, damaging a nest, or otherwise
causing nest failure be a violation of California Fish and Game Code and the
MBTA and would be a significant impact.
If unmitigated, these potential indirect and direct impacts on special-status
wildlife species are considered significant. However, with implementation of
Mitigation Measures MM BIO-1 and MM BIO-2, significant impacts on special-
status species would be mitigated to less-than-significant levels.
Mitigation Measures
MM BIO-1. Prior to the issuance of grading permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
(a) Pay Development Impact Fees Pursuant to the Metropolitan Bakersfield
Habitat Conservation Plan. The project proponent shall pay fees pursuant
to the Metropolitan Bakersfield Habitat Conservation Plan and Incidental
Take Permit, which includes coverage for the San Joaquin kit fox. The
payment of development impact fees is considered adequate mitigation under
the Metropolitan Bakersfield Habitat Conservation Plan and Incidental Take
Permit to minimize impacts on special-status species. The fees are placed in
an account for habitat acquisition and management to be used by the
Metropolitan Bakersfield Habitat Conservation Plan Trust Group. Upon the
payment of this fee as specified by the City of Bakersfield, the project
applicant will become a sub-permittee and will be allowed the incidental take
of the species in accordance with state and federal endangered species laws
and mitigation requirements of all parties, including state, federal, and local
(City of Bakersfield and Kern County 1994, Incidental Take Permit No.
2081-2013-058-04)
(b) Conduct Preconstruction Clearance Survey. A biological clearance survey
is required for San Joaquin kit fox and burrowing owl. The survey shall be
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completed according to the requirements of the Metropolitan Bakersfield
Habitat Conservation Plan and Incidental Take Permit. All surveys must be
delivered to the U.S. Fish and Wildlife Service, the California Department of
Fish and Wildlife, and the City of Bakersfield.
If the survey results find a covered species on the project site, a written
Notice of Grading is required at least 5 business days prior to any ground
disturbance activities (excluding weekends and holidays). The Notice of
Grading shall only be submitted after all required minimization measures,
according to the Incidental Take Permit, are implemented.
(c) San Joaquin Kit Fox Avoidance and Den Excavation. If known, active, or
natal San Joaquin kit fox dens are identified during the survey, minimization
measures identified in the Incidental Take Permit for den avoidance must be
demonstrated (Metropolitan Bakersfield Habitat Conservation Plan
Incidental Take Permit Condition of Approval 7.5). If dens cannot be
avoided, appropriate monitoring and den excavation as described in
Metropolitan Bakersfield Habitat Conservation Plan Incidental Take Permit
Condition 7.6 will be adhered to.
(d) Burrowing Owl Focused Survey and Avoidance and Passive Relocation.
A focused survey following the protocol described in the California
Department of Fish and Wildlife Staff Report on Burrowing Owl Mitigation
(CDFG 2012) will be conducted prior to the start of construction. If
burrowing owls are identified on the project site, occupied burrows shall not
be disturbed during the nesting season (February 1 through August 31 for
owls and other raptors). The non-disturbance buffer shall include a minimum
250-foot buffer zone around any occupied burrow unless a qualified biologist
approved by the California Department of Fish and Wildlife verifies through
non-invasive methods that either (1) burrowing owls have not begun egg
laying and incubation, or (2) juveniles from the occupied burrows are
foraging independently and are capable of independent survival. The sizes of
individual buffers may be modified through coordination with the California
Department of Fish and Wildlife based on site-specific conditions and
existing disturbance levels. During the non-nesting season or if the qualified
biologist determines either (1) or (2) above, the project applicant will
coordinate with the California Department of Fish and Wildlife to construct
artificial burrows and passively relocate the owl(s). Passive relocation is
defined as encouraging owls to move from occupied burrows to alternate
natural or artificial burrows that are beyond 50 meters (approximately 160
feet) from the impact zone and that are within or contiguous to a minimum of
6.5 acres of foraging habitat for each pair of relocated owls (California
Burrowing Owl Consortium 1993). Regarding passive relocation, the
Burrowing Owl Survey Protocol and Mitigation Guidelines (California
Burrowing Owl Consortium 1993) state that:
“Owls should be excluded from burrows in the immediate impact zone and
within a 50 m (approx. 160 feet) buffer zone by installing one-way doors in
burrow entrances. One-way doors should be left in place 48 hours to insure
owls have left the burrow before excavation. One alternate natural or
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artificial burrow should be provided for each burrow that will be excavated
in the project impact zone. The project area should be monitored daily for
one week to confirm owl use of alternate burrows before excavating burrows
in the immediate impact zone. Whenever possible, burrows should be
excavated using hand tools and refilled to prevent reoccupation. Sections of
flexible plastic pipe or burlap bags should be inserted into the tunnels.”
(e) Conduct “Tailgate” Environmental Education for All Construction
Personnel. Prior to initial groundbreaking, a tailgate session shall be
conducted by a qualified biologist to educate construction personnel on
relevant federal, state, and local laws related to potentially occurring special-
status species at the site. The tailgate session shall include training on
identification of species that may be found on the project site, the status of
those species, and any legal protection afforded to those species. Measures
that are being implemented to protect those species will also be explained.
Personnel will be advised to report any special-status species or burrows
promptly. A fact sheet conveying this information will be prepared for
display or for distribution to anyone who may enter the project site.
(f) Cap and Inspections of Materials and Equipment. Material and
equipment inspections shall be conducted according to the Metropolitan
Bakersfield Habitat Conservation Plan Incidental Take Permit. All exposed
pipes, culverts, and other similar structures with a diameter 4 inches or
greater shall be properly capped in order to prevent entry by San Joaquin kit
fox or other species. Any of these materials or structures that are left
overnight and are not capped shall be inspected prior to being moved, buried,
or closed in order to ensure that San Joaquin kit fox or other species are not
present within the structure. If a covered species is found within one of these
structures, the animal will be allowed to safely escape that section prior to
moving or utilizing that segment.
(g) Cover or Inspect All Trenches or Other Potential Entrapments. All open
holes, sumps, and trenches shall be inspected at the beginning, in the middle,
and at the end of each day for trapped covered species as required by
Metropolitan Bakersfield Habitat Conservation Plan Incidental Take Permit
Condition of Approval 7.15. All trenches, sumps, and other excavations with
side walls that have greater than 1:1 slope (45 degrees) and are between 2
and 8 feet deep will be covered when workers or equipment are not actively
working in the excavation, including overnight, or shall have an escape ramp
constructed of earth or a non-slip material with less than 1:1 slope. All
excavations with side walls greater than 1:10 slope and deeper than 8 feet
shall be covered when workers or equipment are not actively working in the
exaction and at the end of each day. All excavations that are covered long
term shall be inspected at the beginning of each working day to ensure
inadvertent entrapment has not occurred. If a covered species is found to be
trapped, work is to cease in the vicinity and notification will be made
immediately to the California Department of Fish and Wildlife. The animal
will be allowed to escape unimpeded, or a qualified biologist will capture and
relocate the animal in accordance with California Department of Fish and
Wildlife direction.
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(h) Protect Nesting Birds. If construction activities are scheduled to begin
between February 15 and September 15, a nesting bird survey will be
conducted no more than 5 days prior to the start of any initial activity. If
construction is postponed, additional surveys may be required. For any nests
that are identified, avoidance buffers will be established to avoid any
disturbances that may affect the nesting birds or cause nest failure. The
buffer will be determined based on a qualified biologist’s determination. If
the recommended buffer is less than 500 feet for raptors and less than 250
feet for passerine birds, then a biological monitor will be present whenever
construction occurs within 500 feet of a raptor nest or 250 feet of a passerine
nest, unless otherwise determined unnecessary by a qualified biologist. If the
biologist detects distress or a risk of nest failure resulting from the
construction activity, the biologist may halt construction and adjust the buffer
as necessary.
MM BIO-2. Other Best Management Practices. The project shall continuously
comply with the best management practices items listed below during all
construction activities and operations of the project:
(a) All trash, including food items, will be disposed of in securely closed or
covered containers daily.
(b) A project speed limit will be maintained at 20 miles per hour during daylight
hours and 10 miles per hour for any driving on site before sunrise or after
sunset.
Level of Significance after Mitigation
Implementation of the mitigation measures above would reduce impacts to less-
than-significant levels.
Impact BIO-2. The proposed project would not interfere
substantially with the movement of any native resident
or migratory fish or wildlife species or with established
native resident or migratory wildlife corridors, or
impede the use of native wildlife nursery sites.
There are no wildlife migration corridors on the project site or in the project
vicinity. The project site is cut off from other open areas to the north and east by
residential development and to the west by SR 99, but wildlife may use the
project site for movement to and from open areas to the south. The proposed
project would likely reduce by 85 acres the area where wildlife could freely
move, but would not sever wildlife movement to the south of the project site. The
proposed project would not create a linear feature and wildlife would still be
afforded the opportunity to move to the south of the project site by using adjacent
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open areas in that direction. The proposed project would not substantially
interfere with wildlife movement.
As discussed above, the project site does not contain any native habitat or large
trees suitable for special-status species. Therefore, the site does not possess the
native habitat or resources necessary to be a wildlife nursery for special-status
species and raptors. There would be no impact.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact BIO-3. The proposed project would conflict with
local policies or ordinances protecting biological
resources, such as a tree preservation policy or
ordinance.
With implementation of Mitigation Measures MM BIO-1 through MM BIO–9,
the proposed project would not conflict with any City ordinance or policies, and
would comply with the MBGP and the MBHCP.
Mitigation Measures
Impacts would be less than significant with implementation of MM BIO-1 and
MM BIO-2.
Level of Significance after Mitigation
Impacts would be less than significant.
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Impact BIO-4. The proposed project would conflict with
the provisions of an adopted Habitat Conservation
Plan, Natural Community Conservation Plan, or other
approved local, regional, or state habitat conservation
plan.
The project site is entirely within the planning area for the MBHCP and is
required to comply with provisions set forth in the plan. The proposed project
would indirectly affect San Joaquin kit fox because it would eliminate suitable
habitat and has the potential to cause direct impacts (e.g., mortality from heavy
construction equipment) on the species. However, with implementation of
Mitigation Measures MM BIO-1 and MM BIO-2, the proposed development
would not conflict with the MBHCP because mitigation would require
preconstruction surveys and, if necessary, avoidance relocation protocols
required by the MBHCP for the San Joaquin kit fox. Additionally, the payment
of impact fees would allow for incidental take as a result of indirect and direct
project-related impacts on the species. Therefore, by implementing mitigation
described above, the proposed project would not conflict with the MBHCP and
there would be no impact.
Mitigation Measures
Impacts would be less than significant with implementation of MM BIO-1 and
MM BIO-2.
Level of Significance after Mitigation
Impacts would be less than significant.
4.3.4.4 Cumulative Impacts
The proposed project in conjunction with other ongoing development in
southwestern Bakersfield would permanently remove land from the overall land
balance available for listed, protected, and special-status wildlife and vegetative
communities. Proposed local projects that may have a cumulative impact include
Tract 6454 (a 17.9-acre health club and 68-lot residential development), Tract
6868 (a 56.33-acre religious facility and 156-lot residential development), Tract
7253 (a 20.14-acre church and 79-lot residential development), Tract 7231 (a
23.67-acre California Highway Patrol facility and 59-lot residential
development), and Tract 6802 (a 21.7-acre automotive service station and 79-lot
residential development). The Bakersfield area is subject to the provisions of the
Metropolitan Bakersfield Habitat Conservation Plan (MBHCP); therefore,
cumulative impacts have been addressed and considered mitigated to less-than-
significant levels.
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The development of the approximately 85-acre site would have negligible, if any,
adverse effects on the diversity and abundance of native flora and fauna in the
region. The site does contain suitable habitat for San Joaquin kit fox and
burrowing owl; however, the habitat quality for other wildlife species is low. The
project site has no potential to support a high diversity of native plants, and most
of the wildlife species that could be expected to regularly use the study area are
species that are adapted to disturbance of the type that is caused by residential
and commercial development, agricultural practices, and disking found at and
near the project site. Because of the present condition of the proposed site and the
surrounding vicinity, it is not likely that development of the site would contribute
significantly to cumulative adverse impacts on regional flora and fauna.
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Section 4.4
Cultural Resources
4.4.1 Introduction
This section provides a description of the cultural resources setting of the project
site, the regulatory context of the proposed project, and the potential impacts on
cultural resources that may be caused by the proposed project. The setting and
analysis provided in this section are based on the Cultural Resources Report for
the Woodmont-SR-99/Hosking Commercial Center Project, prepared by ICF
Jones & Stokes in October 2007 (Appendix G) and a record search at the
Southern San Joaquin Archeological Information Center in December 2014.
4.4.2 Environmental Setting
The environmental setting for cultural resources includes the prehistoric
archaeological context, the ethnographic and Native American history, and the
modern historical context, as well as results from cultural resources inventories.
4.4.2.1 Prehistoric Archaeological Context
This section provides a general overview of prehistoric periods in the San
Joaquin Valley, inclusive of the project site. The discussion of the prehistoric
cultural setting is based primarily on a cultural sequence defined by Warren
(1984).
“Early Man” Period
Several sites in California, the most well-known of which is Calico Hills, have
been tentatively assigned to the “Early Man Period” with relative dates ranging
from 12,000 years ago to as far back as 50,000 years ago (Moratto 1984). These
dates have been tentatively established through various geologic and
experimental dating methods. Thus far, however, none of these “Early Man” sites
have withstood scientific scrutiny. Despite claims for evidence of “Early Man” in
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California, it appears likely that humans first arrived in California between
11,000 and 13,000 years ago.
Paleo-Indian Period
The earliest humans to occupy North America are believed to have been highly
mobile hunters and gatherers called Paleo-Indians. Two traditions characterize
the Paleo-Indian Period in the southern half of the San Joaquin Valley: the
Western Fluted Point Tradition and the Western Pluvial Lakes Tradition (Moratto
1984). The Western Fluted Point Tradition in California is similar to the
contemporary Llano Complex of the Southwest and Great Plains. A total of 13
complete and 17 fragmentary fluted and stemmed Clovis-like points,1
characteristic of this tradition, were collected from the southern shore of Lake
Tulare, in the central San Joaquin Valley (Riddell and Olsen 1969). Similar
points have been found near Bakersfield and on the Tejon Ranch (Zimmerman
et al. 1989). Although none of the California points have been radiocarbon dated,
obsidian hydration measurements of specimens found at Borax Lake in northern
California have dated to 11,000–12,000 before present (BP) (Moratto 1984).
Stone artifacts found on the southwestern shore of Buena Vista Lake, 13 miles
southwest of the project site, have been associated with the Western Pluvial
Lakes Tradition. Radiocarbon dates, stratigraphy, artifact types, and depth of
overburden place these artifacts at approximately 8000 BP (Fredrickson and
Grossman 1977).
Early Horizon
Early Horizon sites are associated with the margins of pluvial lakes and with
now-extinct springs. Pinto series projectile points, crudely made stemmed or
basally notched dart points, are the most distinctive artifact type of the Early
Horizon. Other artifacts found at Early Horizon sites include large, leaf-shaped
knives; thick, split cobble choppers and scrapers; scraper planes; and small
milling slabs and manos.2 This was a cold, dry period with low inland population
densities. Most known Early Horizon sites are small surface deposits of stone
tools and artifacts,3 suggestive of temporary and perhaps seasonal occupation by
small groups of people.
Middle Horizon
Penutian-speaking peoples, including the Yokuts, may have entered the southern
San Joaquin Valley during the Middle Horizon, between 4000 and 1200 BP. This
was a time of cultural intensification. Large occupation sites are most commonly
1 A usually bifacial, fluted stone projectile point used in big-game hunting by Paleo-Indians of North America, and
especially in the American Southwest. 2 A hand-held stone or roller used for grinding corn or other grains on a milling slab.
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found adjacent to permanent water sources, such as lakes, streams, or perennial
springs (Moratto 1984). Technologically, the artifact assemblage of this period is
similar to that of the preceding Early Horizon; new tools were added either as
innovations or as borrowed cultural items. Artifact types include rectangular-
based knives, flake scrapers, T-shaped drills, milling slabs, and manos, as well as
core and cobble tool assemblages such as scraper planes, large choppers, and
hammerstones. The bow and arrow and mortar and pestle were introduced during
the Middle Horizon. Diagnostic projectile points include Humbolt, Gypsum, and
Elko-series dart points (Warren 1984). Shaft smoothers, incised slate and
sandstone tablets and pendants, bone awls, Olivella shell beads, and Haliotis
beads and ornaments are also found (Warren 1984).
Middle-Late Horizon Transition
The Middle-Late transition period in the southern San Joaquin Valley coincides
with the Medieval Climatic Anomaly, a period of increased temperatures and
accompanying droughts. This climatic instability resulted in decreased water
availability, a reduction in harvestable natural resources, and demographic stress.
Evidence of transition period sites is minimal. Many of California's interior sites
may have been abandoned at this time (Warren 1984).
Late Horizon
The Late Horizon was a time of recovery from the instability of the Medieval
Climatic Anomaly. The relationship between the southern San Joaquin Valley
and surrounding areas in the Late Horizon is relatively unknown; however, it is
believed that the precursors for the historic Yokut way of life (lifeways)
developed during the Late Horizon, between 1200 and 800 BP (Warren 1984).
4.4.2.2 Ethnographic Background
This section provides a general overview of ethnographic background in the
southern San Joaquin Valley, inclusive of the project site.
Yokuts, along with other Penutian-speaking peoples, entered the southern San
Joaquin Valley between 4000 and 1200 BP, and the precursors of historic Yokut
lifeways developed between 1200 and 800 BP (Wallace 1978). At least 15 Yokut
tribelets are known to have existed after A.D. 800. Each spoke a separate
Penutian dialect (Wallace 1978). Estimations of population size are difficult to
determine because of the extent of destruction caused by the introduction of
European diseases and subsequent Euro-American colonization. Kroeber
(1925:38) estimated a population of 350 individuals per Yokut tribelet, bringing
the total population of the 15 southern San Joaquin Valley tribelets to 5,250
people. Spanish explorers in the nineteenth century estimated as many as 15,700
inhabitants of the southern San Joaquin Valley (Cook 1995).
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Yokut subsistence consisted of fishing, hunting waterfowl, and collecting
shellfish, roots, and seeds. Fish were caught using nets and stick pens. Species
include lake trout, chubs, perch, suckers, steelhead, salmon, and sturgeon.
Mussels and turtles were also collected and eaten. Waterfowl were caught using
nets and snares (Wallace 1978:450). Tule was collected, dried, pounded, and
made into starch flour. Other grasses, flowering herbs, grassnuts, fiddle-neck,
alfilaria, and clover were eaten. Acorns were not easily accessible in the southern
San Joaquin Valley, but may have been traded in from Kingston (Wallace
1978:450). Terrestrial mammals and birds made up a minimal portion of the diet.
They were caught using snares, unbacked bows, and wooden-tip arrows (Wallace
1978:450).
The Southern Yokuts built domestic structures, granaries, and sweathouses
(Wallace 1978). There were at least two types of domestic structures. The first
type, a single-family structure, was oval, wood framed, and covered in tule
matting. The second, larger type was similar in construction: wood framed and
covered in tule mats. It differed from the first type of domestic structure in that it
was steep-roofed, housed more than 10 families, and had multiple entryways and
hearths (Wallace 1978).
4.4.2.3 Historical Overview
This section provides a general overview of the historic background in the San
Joaquin Valley, and particularly the Bakersfield area.
Early Exploration
European settlement of California began with the founding of Mission San Diego
de Alcala in 1769. Spanish explorers and missionaries began entering the San
Joaquin Valley soon after. In the fall of 1772, Pedro Fages led a group of soldiers
through the Tejon pass and visited a village on the shore of Buena Vista Lake,
13 miles west of the project site, on his way to San Luis Obispo. Francisco
Garcés, a Spanish explorer, followed Fages in 1776 (Wallace 1978). Between
1806 and 1814, the Franciscans led several incursions into the southern San
Joaquin Valley, but were unsuccessful in gaining a foothold there (Wallace
1978). Although no missions were established in the southern San Joaquin
Valley, Native Americans in this area were indirectly affected by the missions
through trade, and by the arrival of Native Americans individuals who fled the
mission system (“runaways”) and took refuge in the San Joaquin Valley (Wallace
1978).
Mexican California
Mexico, including California, won independence from Spain in 1821. No ranchos
were established in the San Joaquin Valley between 1822 and 1846, and direct
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Mexican influence over the area was minimal (Wallace 1978:460). In 1833, a
severe malaria outbreak, with an estimated mortality rate of 75%, decimated the
Southern Yokut population (Cook 1995:303).
American Period
The acquisition of California by the United States at the end of the Mexican-
American War in 1848, and the discovery of gold in 1849, brought the first major
wave of Euro-Americans into the San Joaquin Valley. In 1851, the U.S.
government removed Southern Yokuts to the Tejon reservation at the base of the
Tehachapis and to the Fresno Reservation outside Madera, California (Wallace
1978:460).
City of Bakersfield
The first homestead claim in Bakersfield was filed in 1866 for a parcel of land
named “Baker’s Field.” Named after Colonel Thomas Baker, the City of
Bakersfield was formally laid out in 1869. Between 1869 and 1873, the city
established a telegraph office, two stores, a newspaper, two boarding houses, a
doctor’s office, a school, and a saloon. The city was incorporated in 1873. In
1876, it unincorporated and did not reincorporate until 1898. That same year, the
San Francisco and San Joaquin Valley Railroad (later known as the Santa Fe
Railroad) began providing service to and from Bakersfield.
Agriculture and oil played vital roles in early Bakersfield and remain central to
the city’s economy. Oil was discovered in 1877. In 1899, the Kern River Oil
Field was tapped. The discovery of oil brought an influx of people and
technology. In 1927, one of the nation's largest and oldest farming co-ops, the
California Cotton Cooperative Association, was founded in Bakersfield. Crops
harvested in the area include carrots, alfalfa, cotton, grapes, almonds, pistachios,
citrus fruits, wheat, garlic, and potatoes.
Paleontological Setting
The project site is located in the southern portion of the Great Valley geomorphic
province of California. The Great Valley, also known as the Central Valley, is a
northwest-trending flat lowland between the Sierra Nevada on the east and the
Coast Ranges on the west. The Sacramento River drains the northern portion of
the Great Valley, and the San Joaquin River drains the southern portion. The
southern part of the Great Valley is also known as the San Joaquin Valley; the
project site is situated on alluvial deposits on the southern San Joaquin Valley
floor.
Surficial deposits in the project area consist of younger Quaternary Alluvium that
are derived from drainages leading to the Kern Lakebed to the south. There are
no vertebrate fossil localities reported from younger Quaternary Alluvium in the
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project vicinity. Because of their recent age, these types of deposits typically do
not contain significant vertebrate fossils (Mason 2011, 2013; Mcleod 2010).
Deeper layers of the alluvial fan deposits consist of older Quaternary deposits
that could contain significant vertebrate fossils. The depth below surface at which
the older Quaternary deposits begin is unknown.
4.4.2.4 Cultural Resources Inventory
ICF Jones & Stokes conducted a cultural resources inventory of the project site in
September 2007. The inventory consisted of a record search at the Southern San
Joaquin Archeological Information Center (SSJVIC) of the California Historic
Resources Inventory System (located at California State University, Bakersfield),
archival and background research, and a field survey of the project site. The
record search was updated at the SSJVIC in December 2014.
The results of the record searches indicated that one cultural resources survey had
been previously conducted that included a portion of the current project site.
Additionally, within a 0.5-mile radius of the proposed project, 2 archeological
studies and 31 cultural resources surveys have been conducted and cataloged in
the inventory system. Of these 31 cultural resources surveys, 2 were conducted
directly adjacent to the project site. The survey that included part of the project
site identified three isolated historic glass items. Records for these artifacts are
filed at the SSJVIC under the trinomial numbers KER-9205, KER-9206, and
KER-9207 (Garcia 1992). KER-9205 is recorded as a “small fragment of blue
glass,” KER-9206 is a “small aqua glass bead,” and KER-9207 is a “large
fragment of purple glass” (Garcia 1992).
A pedestrian field survey of the project site was conducted on in September 24,
2007. An ICF Jones & Stokes archeologist walked approximately 80% of the
project site in 15-meter transects. The remaining 20%, on the southwestern
portion of the site, was covered with thick brush and was impassible.
Archaeological Sites
No archaeological resources were identified during the pedestrian surveys
conducted for the project site. As noted above, three isolated artifacts were found
in the project area in 1992; however, these items were not observed during
survey for this project.
Native American Sites
As required by California Senate Bill (SB) 18, on December 22, 2014, ICF
contacted the Native American Heritage Commission (NAHC) on behalf of the
City, and requested that they consult their sacred lands file and provide a list of
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Native American representatives for the project site. NAHC responded on
December 30, 2014, stating that a search of their sacred lands file did not yield
any sacred lands or traditional cultural properties associated with the project site.
NAHC provided ICF with a list of eight Native American contacts in Kern
County. Letters describing the project site and indicating the project location
were sent to these contacts on January 5, 2015 (Appendix G). To date, one reply
has been received. Ms. Shanna Brum of the Santa Rosa Rancheria Tachi Yokut
Tribe replied via e-mail on January 12, 2015. She stated that the area was
considered highly sensitive for village and burial sites. She recommended further
contact with Mr. Colin Rambo from the Tejon Tribe regarding this area.
4.4.3 Applicable Regulations
4.4.3.1 California Environmental Quality Act
The proposed project is governed by the California Environmental Quality Act
(CEQA). In accordance with Section 21084.1 of CEQA, the proposed project
would have a significant adverse environmental impact if it causes a substantial
or potentially substantial adverse change in the significance of a historical
resource.
According to CEQA (Public Resources Code [PRC] Section 21084.1), historical
resources include any resource listed, or determined eligible for listing, in the
California Register of Historical Resources (CRHR). Properties listed, or
determined eligible for listing, in the NRHP, such as those identified in the
Section 106 process, are automatically listed in the CRHR. Therefore, all
“historic properties” under federal preservation law are automatically “historical
resources” under state preservation law. Historical resources are also presumed to
be significant if they are included in a local register of historical resources or
identified as significant in a qualified historical resource survey.
As defined under state law in California Code of Regulations (CCR), Title 14,
Section 4850, the term “historical resource” means:
Any object, building, structure, site, area, place, record, or manuscript which is
historically or archaeologically significant, or which is significant to the
architectural, engineering, scientific, economic, agricultural, educational, social,
political, military, or cultural history of California.
For the purposes of CEQA, historical resource is further defined under PRC
Section 15064.5 as a “resource listed in, or determined eligible for listing in the
California Register [of Historical Resources].”
Section 15064.5 of the State CEQA Guidelines sets forth the criteria and
procedures for determining significant historical resources and the potential
effects of a project on such resources. Generally, a cultural resource is considered
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by the lead state agency to be historically significant if the resource meets any of
the following criteria for listing in the CRHR:
The resource is associated with events that have made a significant
contribution to the broad patterns of California’s history and cultural
heritage;
The resource is associated with the lives of persons important in our past;
The resource embodies the distinctive characteristics of a type, period,
region, or method of construction or represents the work of an important
creative individual or possesses high artistic values; or
The resource has yielded, or may be likely to yield, information important in
prehistory or history.
The cited statutes and guidelines specify how cultural resources are to be
managed in the context of projects such as the proposed project. Briefly, archival
and field surveys must be conducted, and identified cultural resources must be
inventoried and evaluated in prescribed ways. Prehistoric and historical resources
deemed historically significant must be considered in project planning and
development.
Senate Bill 18
SB 18 places the responsibility of initiating consultation with applicable Native
American groups on local governments. SB 18 introduces a separate process that
expands the focus to include, for both federally and non-federally recognized
tribes, traditional tribal cultural places located on both public and private lands. A
cultural place is a landscape feature, site, or cultural resource that has some
relationship to particular tribal religious heritage or is a historic or archaeological
site of significance or potential significance. The cultural place may be outside
the reservation boundary.
The purpose of SB 18 is to provide time for tribal input early in the planning
process. Besides City staff and tribal representatives, the process may also
include applicants and consultants. SB 18 consultation applies to the adoption
and amendment of both general plans and specific plans proposed on or after
March 1, 2005. SB 18 consultation is a government-to government interaction
between tribal representatives and representatives of the local jurisdiction.
California Health and Safety Code
Human remains are sometimes associated with archaeological sites. According to
CEQA, “archaeological sites known to contain human remains shall be treated in
accordance with the provisions of State Health and Safety Code Section 7050.5.”
The protection of human remains is also ensured by PRC Sections 5097.94,
5097.98, and 5097.99. If human remains are exposed during construction, State
Health and Safety Code Section 7050.5 states that no further disturbance may
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occur until the county coroner has made the necessary findings as to origin and
disposition pursuant to PRC Section 5097.98. Construction must halt in the area
of the discovery of human remains, the project proponent must assure that the
area is protected, and consultation and treatment must occur as prescribed by law.
4.4.4 Impacts and Mitigation
4.4.4.1 Methodology
According to the State CEQA Guidelines (14 CCR 15064.5), a project with an
effect that may cause a substantial adverse change in the significance of a historic
resource is a project that may have a significant effect on the environment
(14 CCR 15064.5[b]). CEQA further states that a substantial change in the
significance of a resource means the physical demolition, destruction, relocation,
or alteration of the resource or its immediate surroundings such that the
significance of a historic resource would be materially impaired. Actions that
would materially impair the significance of a historic resource are any actions
that would demolish or adversely alter those physical characteristics that convey
its historic significance and qualify it for inclusion in the CRHR, local register, or
survey that meets the requirements of PRC Sections 5020.1(k) and 5024.1(g).
4.4.4.2 Criteria for Determining Significance
Criteria for determining the significance of impacts related to cultural resources
are based on criteria contained in Appendix G of the State CEQA Guidelines.
The proposed project could have a significant impact on the environment if it
would result in any of the following.
a) Cause a substantial adverse change in the significance of a historical resource
as defined in Section 15064.5.
b) Cause a substantial adverse change in the significance of an archaeological
resource pursuant to Section 15064.5.
c) Directly or indirectly destroy a unique paleontological resource or site or
unique geologic feature.
d) Disturb any human remains, including those interred outside of formal
cemeteries.
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4.4.4.3 Project Impacts
Impact CR-1. The proposed project would not cause a
substantial adverse change in the significance of a
historical resource as defined in Section 15064.5.
Based on the cultural resources record search, map review, and a pedestrian
survey of the project site, the project site is currently vacant; it does not currently
contain any buildings or structures. Therefore, there would be no impact on
historical resources as a result of the proposed project.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
There would be no impact.
Impact CR-2. The proposed project would cause a
substantial adverse change in the significance of an
archaeological resource pursuant to Section 15064.5.
Based on a cultural resources record search and a pedestrian survey of the project
site, there is no evidence that significant archaeological resources exist on the
project site. Three isolated historic glass items, found in 1992 on the project
parcel, were not found during the more recent survey for the current project.
Isolated items, in this case described as a “small fragment of blue glass, “small
aqua glass bead,” and a “large fragment of purple glass” (Garcia 1992), are not
considered significant archaeological resources under CEQA.
Therefore, the proposed project would not affect any known archaeological
resources. However, during ground-disturbing construction activities (i.e.,
grading, trenching, site preparation), there is the potential to disturb previously
unknown subsurface archaeological resources. Disturbance of previously
unknown archaeological resources could cause a substantial adverse change in
the significance of an archaeological resource. This could result in a significant
impact. Implementation of the following mitigation measure would reduce
impacts to less-than-significant levels.
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Mitigation Measures
MM CR-1. The project shall continuously comply with the best management
practices items listed below during all construction activities and operations of
the project:
(a) Stop Work if Cultural Resources Are Encountered. If buried cultural
resources, such as chipped or ground stone, historic bottles or ceramics,
building foundations, or non-human bone are inadvertently discovered during
ground-disturbing activities, work will stop in that area and within 100 feet
of the find until a qualified archaeologist can assess the significance of the
find and, if necessary, develop appropriate treatment measures. Treatment
measures typically include development of avoidance strategies, capping
with fill material, or mitigation of impacts through data recovery programs
such as excavation or detailed documentation. Prior to recommencement of
any construction activities, the qualified archaeologist shall provide a pre-
grading conference will provide procedures for archaeological resource
surveillance and appropriate treatment of cultural resources.
(b) Provide Notice if Cultural Resources Are Encountered. If buried cultural
resources are discovered that may have relevance to Native Americans, the
project proponent shall provide written notice to the City of Bakersfield and
to the Native American Heritage Commission and any other appropriate
individuals, agencies, and/or groups as determined by the qualified
archaeologist in consultation with the City of Bakersfield.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact CR-3. The proposed project would directly or
indirectly destroy a unique paleontological resource or
site or unique geologic feature.
There are no known paleontological resources or unique geologic features within
the project site. The project area is situated on the San Joaquin Valley floor, an
area where deep deposits of alluvium are present. Quaternary Holocene to late
Pleistocene alluvium is found at or near the modern ground surface, and has a
limited potential for containing vertebrate fossils. However, in older Quaternary
alluvium at depths greater than approximately 5 feet it is possible that fossils
could be present. Surface grading, or very shallow excavations in the younger
Quaternary alluvium occurring at the surface of the project site, is unlikely to
encounter significant vertebrate fossils. However, deeper trenching or
excavations that extend into older Quaternary deposits may encounter significant
vertebrate fossil remains. Implementation of the following mitigation measure
would reduce any potential impact to a less-than-significant level.
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Mitigation Measure
MM CR-2. The project shall continuously comply with the best management
practices items listed below during all construction activities and operations of
the project:
(a) Stop Work if Paleontological Resources Are Encountered During
Construction Activities. If paleontological resources are encountered, all
work in the immediate vicinity of the find will halt until a qualified
paleontologist can evaluate the find and make recommendations.
Paleontological resource materials may include fossils, plant impressions, or
animal tracks that have been preserved in rock. If the qualified paleontologist
determines that the discovery represents a potentially significant
paleontological resource, additional investigations and fossil recovery may be
required to mitigate adverse impacts from project implementation.
Construction shall not resume until the appropriate mitigation measures are
implemented or the materials are determined to be less than significant.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact CR-4. The proposed project would disturb any
human remains, including those interred outside of
formal cemeteries.
No Native American burial grounds or sacred sites have been identified in the
project site. However, unknown buried human remains could be inadvertently
unearthed during excavation activities, which could result in damage to these
human remains. To avoid or reduce this potential impact on human remains to a
less-than-significant level, the following mitigation measure would be
implemented.
Mitigation Measure
MM CR-3. The project shall continuously comply with the best management
practices items listed below during all construction activities and operations of
the project:
(a) Appropriate Treatment of Human Remains. If human remains of Native
American origin are discovered during project construction, State laws will
be followed relating to the disposition of Native American burials, which fall
within the jurisdiction of the Native American Heritage Commission
(California Public Resource Code § 5097). According to the California
Health and Safety Code, six or more human burials at one location constitute
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a cemetery (§ 8100) and disturbance of Native American cemeteries is a
felony (§ 7052). Section 7050.5 requires that construction or excavation be
stopped in the vicinity of discovered human remains until the coroner can
determine whether the remains are those of a Native American. If the
remains are determined to be Native American, the coroner must contact the
California Native American Heritage Commission.
(b) Appropriate Contact Regarding Findings of Human Remains. If any
human remains are discovered or recognized in any location other than a
dedicated cemetery, there will be no further excavation or disturbance of the
site or any nearby area reasonably suspected to overlie adjacent human
remains until:
(i) The coroner of Kern County has been informed and has determined that
no investigation of the cause of death is required, and,
(ii) The descendants of the deceased Native Americans, or the Native
American Heritage Commission (if the Commission is unable to identify
a descendant or the descendant failed to make a recommendation within
24 hours after being notified by the Commission), have made a
recommendation to the landowner or person responsible for the
excavation work, for means of treating or disposing of, with appropriate
dignity, the human remains and any associated grave goods as provided
in California Public Resource Code § 5097.98.
Level of Significance after Mitigation
Impacts would be less than significant.
4.4.4.4 Cumulative Impacts
Impacts on cultural resources are generally limited to a specific site and not
deemed cumulative impacts unless such resources are determined to be part of a
rural historic landscape, are uncommon, or are a last-of-its-kind property type in
the area. Each reasonably foreseeable project would be evaluated for its potential
to affect historic or cultural resources, and would implement site-specific
mitigation measures accordingly in appropriate CEQA analyses.
Three archaeological resources have been identified within the project area; all
are isolated pieces of historic glass. No further archaeological resources were
identified during the site investigation. It is possible, although unlikely, that
resources could be unearthed during project excavation activities. Mitigation
measures have been included to avoid or reduce potential project impacts on
unrecorded archaeological resources (Mitigation Measure MM CR-2),
unrecorded paleontological resources (Mitigation Measure MM CR-3), and
human remains (Mitigation Measure MM CR-4) during construction. Similar
mitigation measures are expected to be included on all future proposed projects
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within the Metropolitan Bakersfield area, on a project-by-project basis. Future
projects in the City and county would be required to comply with federal, state,
and local regulations and ordinances protecting cultural resources through
implementation of similar mitigation measures during construction. Therefore,
cumulative impacts from past, present, and future projects would not be
cumulatively significant and the potential cumulative impact from the project’s
contribution would be less than cumulatively considerable.
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Section 4.5
Geology and Soils
4.5.1 Introduction
This section of the draft environmental impact report (DEIR) describes the
affected environment and regulatory setting related to the geologic and soil
characteristics of the project site and surrounding area. It also describes the
potential geologic and soil impacts that could result from implementation of the
project as well as mitigation measures to reduce such impacts. The environmental
setting information and analysis in this section is based on the geologic hazards
investigation prepared by Krazan and Associates in January 2008 (Geologic
Hazards Investigation, Proposed Commercial Development, State Route 99 and
Hosking Avenue, Bakersfield, California; see Appendix H). Because geologic
conditions do not change over the course of a few years, the setting and
conclusions stated in the 2008 report are still considered valid for the purposes of
this DEIR.
4.5.2 Environmental Setting
The following provides a discussion of the project site’s geologic setting, nearby
faults and seismic history, and local geologic conditions, including possible
geologic hazards and soils.
4.5.3 Regional Geologic Setting
The proposed project would be located on the eastern margin of the Great Valley
Geomorphic Province of California, in the southern portion of the San Joaquin
Valley. The San Joaquin Valley is bordered on the south by the Transverse
Ranges, on the east by the Sierra Nevada, on the west by Coast Ranges, and on
the north by the Sacramento Valley portion of the Great Valley. The 450-mile-
long Great Valley is an asymmetrical structural trough that is filled with
Mesozoic and Cenozoic sediments up to 5 miles thick.
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The Sierra Nevada is a southwesterly tilted fault block consisting of igneous and
metamorphic rocks of pre-Tertiary age. This block makes up the basement
beneath the San Joaquin Valley. The Coast Ranges are folded and faulted
sedimentary and metasedimentary rocks of Mesozoic and Cenozoic age.
4.5.4 Local Geologic Setting
Alluvial fans created by the Kern River are the principal features in the
Bakersfield area. The area in which the proposed project would be located is
characterized by a belt of conjoining alluvial fans and plains (of low relief)
between dissected uplands. As such, the project site’s topography is relatively
flat. The site is composed of alluvial deposits, consisting of sands and silts.
The general area is known for significant oil and gas production. Five medium to
large oil fields are located in the vicinity of the project site. They are the Kern
River, Kern Bluff, Fruitvale, Mountain View, and Edison Oil Fields. The project
site is located south of the Stockdale Oil Field and the Union Avenue Oil Field.
Significant production from these oil fields began in the mid-1930s. According to
the California Department of Oil, Gas, and Geothermal Resources (DOGGR),
both the Stockdale Oil Field and the Union Avenue Oil Field are currently active
and producing (Department of Conservation 2014).
4.5.4.1 Project Site Soils
The near-surface and surface deposits at the project site consist of silty sand,
sandy silt, and sand. The surface soil is categorized as Kimberlina fine sandy
loam, 0% to 2% slopes. This soil is characterized by a moderately fine to coarse
texture and moderately drained soils derived mostly from granite. Near-surface
deposits consist of Quaternary fan deposits, composed of loosely consolidated
sand, silt, clay, and gravel, that have been classified as younger alluvium. The
soils are moderately permeable.
Fill material was encountered in some of the soil borings performed as part of the
geologic hazards investigation. The fill material consists of 1.5 to 2 feet of silty
sand and sandy silt soil, varying in strength from loose to compact. Underlying
the fill material is approximately 4 to 5 feet of silty sand, sandy silt, or sand of
medium density. The investigation also indicated that soils below the fill material
are moderately strong, ranging from slightly to moderately compressible. Soils
found below 6 to 7 feet were composed of layers of medium-dense to very dense
silty sand, sandy silt, sandy-clayey silt, and sand. These soils were moderately
strong and slightly compressible.
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Localized Geologic Hazards
Soil Erosion
Soil erosion, which can be caused by wind and water runoff, is a type of soil
degradation. The potential for erosion to occur is affected by the soil’s properties,
including texture, the size of aggregates, the presence of carbonates, and, in
organic soils, the degree of decomposition. Losses due to erosion can be greatly
reduced through properly executed design and construction as well as effective
enforcement of ordinances related to grading, landscaping, and drainage. Erosion
induced by seismic activity can occur on gentle to steep slopes that have been
covered by loose sediments. Fissures, steep slopes, and offsets along a fracture
zone may enhance seismically induced erosion. As mentioned in the Project Site
Soils section, above, Kimberlina fine sandy loam soils located on site are
moderately permeable and found in areas with a 0% to 2% slope. This soil type
has characteristically slow runoff and slight water erosion potential. Furthermore,
the project site is located within Federal Emergency Management Agency
(FEMA) Zone C (i.e., an area of minimal flooding).
Lateral Spreading
Lateral spreading is the lateral movement of saturated soil deposits caused by
rapid ground motion, such as that experienced during an earthquake. It can also
be artificially induced. When coherent material, either bedrock or soil, rests on
materials that liquefy, the upper units may undergo fracturing and extension and
then subside, translate, rotate, disintegrate, or liquefy and flow. Lateral spreading
in fine-grained materials on shallow slopes is usually progressive (United States
Geological Survey 2004). Lateral spreading potential was analyzed for onsite
soils. The site was deemed unlikely to undergo lateral spreading.
Subsidence
Land subsidence is the gradual, local settling or shrinking of the earth’s surface,
with little or no horizontal motion. Subsidence normally results from
hydrocompaction, peat oxidation, or gas, oil, or water extraction. Subsidence has
occurred within the San Joaquin Valley. Typical types of subsidence occurring in
the San Joaquin Valley include tectonic subsidence, subsidence from the
extraction of oil and gas, subsidence from groundwater withdrawal, and
subsidence caused by hydrocompaction of moisture-deficient alluvial deposits.
The project site, specifically, is not known to be subject to significant subsidence
hazards.
Liquefaction
Liquefaction occurs when saturated, loose materials (e.g., sand or silty sand) are
weakened and transformed from a solid to a near-liquid state as a result of
increased pore water pressure. The increase in pressure is caused by strong
ground motion from an earthquake. A site’s susceptibility to liquefaction is a
function of depth, density, groundwater level, and the magnitude of an
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earthquake. Liquefaction-related phenomena can include lateral spreading,
ground oscillation, flow failure, loss of bearing strength, subsidence, and
buoyancy effects. For liquefaction to occur, the soil must be saturated and
relatively loose. According to the results of the geologic hazards investigation,
the liquefaction potential at the project site is considered very low.
Collapsible Soils
Collapsible soils are those that undergo settlement upon wetting, even without
the application of additional load, also known as hydrocompaction, which occurs
when water weakens the bonds between soil particles and reduces the bearing
capacity of that soil. Collapsible soils are typically associated with alluvial fans,
windblown materials, or colluvium. Soil collapse can occur when the land
surface is saturated to depths greater than those reached by typical rain events.
This saturation eliminates the clay bonds that hold the soil grains together. The
potential for saturated, loose, granular sediments at the project site is unlikely.
The project site’s soils are not conducive to hydro-collapse.
Expansive Soils
Expansive soils are fine-grained soils (generally high-plasticity clays) that can
undergo a significant increase in volume with an increase in water content as
well as a significant decrease in volume with a decrease in water content.
Changes in the water content of highly expansive soils can result in severe
distress for structures constructed on or against the soils. Surface and near-
surface soils observed at the project site consist of sandy silt, silty sand, and sand.
These types of soils are considered to have a very low to moderate potential.
4.5.5 Applicable Regulations
4.5.5.1 The Seismic Hazards Mapping Act of 1990
In accordance with Public Resources Code (PRC) Chapter 7.8, Division 2, the
California Geological Survey (CGS) is directed to delineate seismic hazard
zones. The purpose of the act is to reduce the threat to public health and safety
and minimize the loss of life and property by identifying and mitigating seismic
hazards, such as those associated with strong ground shaking, liquefaction,
landslides, other ground failures, or other hazards caused by earthquakes. Cities,
counties, and state agencies are directed to use seismic hazard zone maps
developed by CGS in their land use planning and permitting processes. In
accordance with the Seismic Hazards Mapping Act, site-specific geotechnical
investigations must be performed prior to permitting most urban development
projects within seismic hazard zones.
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4.5.5.2 California Building Code
The Title 24 (California Building Code [CBC]) of the California Code of
Regulations (CCR) applies to all applications for commercial building permits.
The CBC contains the administrative regulations of the California Building
Standards Commission and regulations of \ state agencies that implement or
enforce building standards. Local agencies must ensure that developments in
their jurisdictions comply with the guidelines contained in the CBC. Cities and
counties can, however, adopt building standards beyond those provided in the
CBC.
State Water Resources Control Board Construction
General Permit (2009-0009-DWQ)
The general permit requirements apply to construction or demolition activities,
including, but not limited to, clearing, grading, grubbing, or excavation or any
other activity that results in a land disturbance equal to or greater than 1 acre.
The Construction General Permit requires development and implementation of a
site-specific Stormwater Pollution Prevention Plan (SWPPP). The SWPPP
should contain a site map that shows the construction site perimeter; existing and
proposed buildings, lots, and roadways; stormwater collection and discharge
points; general topography, both before and after construction; and drainage
patterns across the project. The SWPPP must list the best management practices
(BMPs) the discharger will use to protect stormwater runoff and indicate the
placement of those BMPs (State Water Resources Control Board 2015).
4.5.5.3 Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan (MBGP) contains a safety element,
which is based on state law. The MBGP sets forth goals and polices related to
seismic events and potential effects, including liquefaction and subsidence, to
ensure the protection of public health. The following policy from the MBGP is
relevant to the proposed project:
Adopt and maintain high standards for seismic performance of buildings
through prompt adoption and careful enforcement of the most current seismic
standards of the Uniform Building Code.
4.5.5.4 City of Bakersfield Municipal Code
Section 15.05 of the City of Bakersfield Municipal Code adopts by reference the
CBC, 2013 edition (including Chapter 1, Division II, Appendix I and Appendix J,
which was based on the 2012 International Building Code), and is declared to be
the building code of the city for the purpose of regulating the erection,
construction, enlargement, alteration, repair, moving, removal, demolition,
conversion, occupancy, use, height, and maintenance of all structures and certain
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equipment therein specifically regulated within the incorporated limits of the
issuance of permits.
4.5.6 Impacts and Mitigation
4.5.6.1 Methodology
In this DEIR, geological impacts are evaluated in two ways: Impacts of the
proposed project on the local geologic environment are considered as are impacts
of geological hazards on components of the proposed project that may result in
substantial damage to structures or infrastructure or expose people to substantial
risk of injury. Potential significant impacts associated with the project site were
identified following a review of the Geologic Hazards Investigation, Proposed
Commercial Development, State Route 99 and Hosking Avenue, Bakersfield,
California (Appendix H).
4.5.6.2 Criteria for Determining Significance
Criteria for determining the significance of impacts related to geology and soils
are based on criteria contained in Appendix G of the State CEQA Guidelines.
The proposed project could have a significant impact on the environment if it
would result in any of the following.
a) Expose people or structures to potential substantial adverse effects, including
the risk of loss, injury, or death involving:
1. Rupture of a known earthquake fault, as delineated on the most recent
Alquist-Priolo Earthquake Fault Zoning Map issued by the State
Geologist for the area or based on other substantial evidence of a known
fault. Refer to Division of Mines and Geology Special Publication 42.
2. Strong seismic ground shaking.
3. Seismic-related ground failure, including liquefaction.
4. Landslides.
b) Result in substantial soil erosion or the loss of topsoil.
c) Be located on a geologic unit or soil that is unstable or that would become
unstable as a result of the proposed project and potentially result in onsite or
offsite landslide, lateral spreading, subsidence, liquefaction, or collapse.
d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform
Building Code (1994), creating substantial risks to life or property.
e) Have soils incapable of adequately supporting the use of septic tanks or
alternative wastewater disposal systems in areas where sewers are not
available for the disposal of wastewater.
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Thresholds a and e were evaluated during the initial study process and were
determined to result in less-than-significant impacts. As such, these impacts are
not further evaluated below. For a detailed discussion of these impacts, refer to
Appendix A.
4.5.6.3 Project Impacts
Impact GEO-1. The project would not result in
substantial soil erosion or the loss of topsoil.
Construction
Grading of soils would be required as part of proposed project construction
activities. Grading activities would require approximately 650,000 cubic yards
(cy) of cut and approximately 550,000 cy of fill, resulting in an approximately
100,000 cy of soil surplus that would require export. Activities such as this could
exacerbate erosion conditions (if they exist) by exposing soils and adding
additional water to the soil from irrigation. Also, the compaction of soils by
heavy equipment may minimally reduce the infiltration capacity of the soils
(exposed during construction) and increase runoff and erosion potential. The
project area is relatively flat and thus would not involve grading on steep slopes,
which are prone to erosion. However, earthmoving activities (e.g., excavating
and grading) could loosen soil and contribute to future soil loss and erosion by
wind and stormwater runoff.
The proposed project would be required to comply with the National Pollutant
Discharge Elimination System (NPDES) Construction General Permit, Order
No. 2009-0009-DWQ, because the project would result in 1 or more acres of land
disturbance. To conform to the requirements of the NPDES Construction General
Permit, a SWPPP would need to be prepared (see Section 4.8, Hydrology and
Water Quality). This would specify BMPs to prevent construction pollutants,
including eroded soils (such as topsoil), from moving offsite(State Water
Resources Control Board 2015). Additionally, soils on site are considered
moderately permeable. These are found in areas with a 0% to 2% slope. The
onsite soil has characteristically slow runoff and slight water erosion potential.
Furthermore, the project site is located within FEMA Zone C, an area of minimal
flooding. Given the project site’s soil characteristics, implementation of the
aforementioned NPDES permit and BMP requirements would mitigate impacts
related to soil erosion during construction activities.
Operation
Operation of the proposed project would not result in substantial soil erosion or
loss of topsoil. The proposed project would involve the development of a
regional retail shopping center, a four-story hotel, and associated surface parking.
As such, the majority of the project site would contain impervious surfaces that
would not be susceptible to erosion. Furthermore, the proposed project’s design
emphasizes the creation of appealing congregating spaces, which would consist
of generous landscaped areas that would help stabilize and anchor any exposed
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soil that is not covered by an impervious surface. These landscaped areas are
expected to be maintained during the life of the project and thus would not
expose underlying soil to erosion. Therefore, erosion impacts resulting from
operation of the proposed project would be less than significant.
Mitigation Measures
No mitigation required.
Level of Significance after Mitigation
Less than significant.
Impact GEO-2. The project would not be located on a
geologic unit or soil that is unstable or that would
become unstable as a result of the proposed project
and potentially result in onsite or offsite landslide,
lateral spreading, subsidence, liquefaction, or collapse.
Landslides
The project site is relatively flat, and thus, landslides would not occur.
Lateral Spreading
Lateral spreading potential was analyzed for onsite soils as part of the project
site’s geologic hazards investigation. The lack of liquefiable soils, low to
moderate seismicity in the area, distance of proposed project structures from the
existing Kern Island Channel, and lack of saturated, cohesionless sediments make
lateral spreading at the project site unlikely. As such, impacts related to lateral
spreading would not affect short- or long-term implementation of the proposed
project.
Subsidence
Petroleum and groundwater withdrawal occurs throughout Kern County. Because
of this, the potential exists for subsidence to occur. However, the project site is
not known to be subject to significant subsidence hazards and is not located
within a DOGGR-recognized oil field (Department of Conservation 2014).
Furthermore, the project site does not include groundwater or petroleum
extraction wells onsite. As such, impacts related to subsidence are not expected
to affect short- or long-term implementation of the proposed project.
Liquefaction
Onsite soils located above 35 feet below ground surface (bgs) are non-liquefiable
because of the absence of groundwater (groundwater depth was measured at 35
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feet bgs). Soils below 35 feet are classified as loose to medium-dense saturated
sandy soils and, therefore, have a slight potential for liquefaction during a
seismic event. According to the liquefaction analysis conducted as part of the
geologic hazards investigation, these soils have a liquefaction safety factor of
1.13 to 5.0, making liquefaction potential at the project site unlikely. As such,
impacts related to liquefaction are not expected to affect short- or long-term
implementation of the proposed project.
Collapsible Soils
According to information obtained during the geologic hazards investigation,
collapsible soils are unlikely to occur on the project site. Groundwater is located
at approximately 35 feet bgs; thus, the potential for saturated, loose, granular
sediments at the project site is considered low. Furthermore, the project site’s
soils are not conducive to hydro-collapse because of the medium-density soil,
low void ratio, and moderate to high measured penetration resistance. Impacts
related to collapsible soils are not expected to affect short- or long-term
implementation of the proposed project.
Construction of the proposed project would be subject to applicable ordinances
found in the City of Bakersfield Municipal Code and the 2013 CBC (CCR Title
24). This would further reduce potential impacts related to unstable soils (which,
as described above, are unlikely) by requiring the project to be built to withstand
geologic hazards. As a result, impacts would be less than significant.
Mitigation Measures
No mitigation required.
Level of Significance after Mitigation
Less than significant.
Impact GEO-3. The project would not be located on
expansive soil, as defined in Table 18-1-B of the
Uniform Building Code (1994), creating substantial
risks to life and property.
Surface and near-surface soils observed at the project site consist of sandy silt,
silty sand, and sand. These types of soils are considered to have very low to
moderate expansion potential. The moderate potential is attributed to the trace
clays found during the geologic hazards investigation. However, clay was found
in very small amounts (less than 1% of the soil content in the analyzed samples),
making significant expansion unlikely. Furthermore, construction of the proposed
project would be subject to applicable ordinances found in the City of
Bakersfield Municipal Code and the 2013 CBC (CCR Title 24), which would
further reduce potential impacts related to expansive soils by requiring the
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project to be built to withstand geologic hazards. As such, impacts related to
expansive soils would be less than significant.
Mitigation Measures
No mitigation required.
Level of Significance after Mitigation
Less than significant.
4.5.6.4 Cumulative Impacts
As discussed in Section 4.5.5, Applicable Regulations, various mechanisms are in
place to reduce seismic risks at the project level, including the project-specific
hazards evaluation processes mandated by the Seismic Hazards Mapping Act as
well as the seismic design standards promulgated by the City’s Building Code.
Although there would be some residual level of risk, because seismic hazards
cannot be entirely avoided, the proposed project would not contribute
considerably to existing cumulative impacts related to seismic hazards.
Potentially adverse environmental effects associated with seismic hazards, as
well as those associated with expansive soils, topographic alteration, and erosion,
usually are site specific and generally do not combine with similar effects
occurring with other projects in the City. Implementation of the provisions of the
City Building Code, California Building Code, National Pollutant Discharge
Elimination System permit requirements, and MBGP safety policies would
ensure that potential site-specific geotechnical conditions would be addressed
fully in the design of the project and that potential impacts would be maintained
at less-than-significant levels. The proposed project would not contribute to
adverse soil, geologic, or seismic cumulative impacts.
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Section 4.6
Greenhouse Gas Emissions
4.6.1 Introduction
This section describes the environmental and regulatory setting for greenhouse
gas (GHG) emissions and climate change. It also describes impacts on GHG
emissions and climate change that would result from implementation of the
project and identifies mitigation for significant impacts where feasible and
appropriate. Please refer to Section 4.2, Air Quality, for analysis of criteria
pollutant emissions and air quality impacts.
4.6.2 Environmental Setting
4.6.2.1 Climate Change
The phenomenon known as the greenhouse effect keeps the atmosphere near the
Earth’s surface warm enough for the successful habitation of humans and other
life forms. Present in the Earth’s lower atmosphere, GHGs play a critical role in
maintaining the Earth’s temperature; GHGs trap some of the long-wave infrared
radiation emitted from the Earth’s surface that would otherwise escape to space.
According to Assembly Bill (AB) 32, California’s Global Warming Solutions
Act, GHGs include the following gases: carbon dioxide (CO2), methane (CH4),
nitrous oxide (N2O), perfluorinated carbons (PFCs), sulfur hexafluoride (SF6),
and hydrofluorocarbons (HFCs). The California Environmental Quality Act
(CEQA) Guidelines (§ 15364.5) also identify these six gases as GHGs.
Visible sunlight passes through the atmosphere without being absorbed. Some of
the sunlight striking the earth is absorbed and converted to heat, which warms the
surface. The surface emits infrared radiation to the atmosphere, where some of it
is absorbed by GHGs and re-emitted toward the surface; some of the heat is not
trapped by GHGs and escapes into space. Human activities that emit additional
GHGs to the atmosphere increase the amount of infrared radiation that gets
absorbed before escaping into space, thus enhancing the greenhouse effect and
amplifying the warming of the earth (Center for Climate and Energy Solutions
2011).
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Increases in fossil fuel combustion and deforestation have exponentially
increased concentrations of GHGs in the atmosphere since the industrial
Revolution. Rising atmospheric concentrations of GHGs in excess of natural
levels enhance the greenhouse effect, which contributes to global warming of the
Earth’s lower atmosphere and induces large-scale changes in ocean circulation
patterns, precipitation patterns, global ice cover, biological distributions, and
other changes to the Earth’s system that are collectively referred to as climate
change.
4.6.2.2 Greenhouse Gases
The primary GHGs generated by the project would be CO2, CH4, and N2O. Each
of these gases is discussed in detail below. Note that HFCs, SF6, and PFCs are
not discussed, as these gases are primarily generated by industrial and
manufacturing processes, which are not anticipated as part of the project.
To simplify reporting and analysis, methods have been set forth to describe
emissions of GHGs in terms of a single gas. The most commonly accepted
method to compare GHG emissions is the global warming potential (GWP)
methodology defined in the Intergovernmental Panel on Climate Change (IPCC)
reference documents. IPCC defines the GWP of various GHG emissions on a
normalized scale that recasts all GHG emissions in terms of CO2 equivalent
(CO2e), which compares the gas in question to that of the same mass of CO2
(CO2 has a global warming potential of 1 by definition).
Table 4.6-1 lists the global warming potential of CO2, CH4, and N2O, their
lifetimes, and abundances in the atmosphere.
Table 4.6-1. Lifetimes and Global Warming Potentials of Several
Greenhouse Gases
Greenhouse Gases
Global Warming
Potential
(100 years)
Lifetime
(years)
2014 Atmospheric
Abundance
CO2 (ppm) 1 50–200 394
CH4 (ppb) 28 9–15 1,893
N2O (ppb) 265 121 326
CH4 = methane
CO2 = carbon dioxide
N2O = nitrous oxide
ppb = parts per billion by volume
ppm = parts per million by volume
Sources: Myhre et al. 2013; Blasing 2014; National Oceanic and Atmospheric
Administration 2014.
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Carbon Dioxide
CO2 is the most important anthropogenic GHG and accounts for more than 75%
of all GHG emissions caused by humans. Its atmospheric lifetime of 50 to 200
years ensures that atmospheric concentrations of CO2 will remain elevated for
decades even after mitigation efforts to reduce GHG concentrations are
promulgated (Intergovernmental Panel on Climate Change 2007a). The primary
sources of anthropogenic CO2 in the atmosphere include the burning of fossil
fuels (including motor vehicles), gas flaring, cement production, and land use
changes (e.g., deforestation, oxidation of elemental carbon). CO2 can also be
removed from the atmosphere by photosynthetic organisms.
Atmospheric CO2 has increased from a pre-industrial concentration of 280 parts
per million (ppm) to 394 ppm in 2014 (Intergovernmental Panel on Climate
Change 2007b; National Oceanic and Atmospheric Administration 2014).
Methane
CH4, the main component of natural gas, is the second most abundant GHG and
has a GWP of 28 (Myhre et al. 2013). Sources of anthropogenic emissions of
CH4 include growing rice, raising cattle, using natural gas, landfill outgassing,
and mining coal (National Oceanic and Atmospheric Administration 2005).
Certain land uses also function as both a source and a sink of CH4. For example,
wetlands are a terrestrial source of CH4, whereas undisturbed, aerobic soils act as
a CH4 sink (i.e., they remove CH4 from the atmosphere).
Atmospheric CH4 has increased from a pre-industrial concentration of 715 parts
per billion (ppb) to 1,893 ppb in 2014 (Intergovernmental Panel on Climate
Change 2007b; Blasing 2014).
Nitrous Oxide
N2O is a powerful GHG, with a GWP of 265 (Myhre et al. 2013). Anthropogenic
sources of N2O include agricultural processes (e.g., fertilizer application), nylon
production, fuel-fired power plants, nitric acid production, and vehicle emissions.
N2O also is used in rocket engines and racecars and as an aerosol spray
propellant. Natural processes, such as nitrification and denitrification, can also
produce N2O, which can be released to the atmosphere by diffusion. In the
United States, more than 70% of N2O emissions are related to agricultural soil
management practices, particularly fertilizer application.
N2O concentrations in the atmosphere have increased 18% from pre-industrial
levels of 270 ppb to 326 ppb in 2014 (Intergovernmental Panel on Climate
Change 2007b; Blasing 2014).
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4.6.2.3 Greenhouse Gas Emissions Inventories
A GHG inventory is a quantification of all GHG emissions and sinks within a
selected physical and/or economic boundary. GHG inventories can be performed
on a large scale (i.e., for global and national entities) or on a small scale (i.e., for
a particular building or person). Although many processes are difficult to
evaluate, several agencies have developed tools to quantify emissions from
certain sources.
Table 4.6-2 outlines the most recent global, national, statewide, and local GHG
inventories to help contextualize the magnitude of potential project-related
emissions.
Table 4.6-2. Global, National, State, and Local GHG Emissions Inventories
Emissions Inventory
CO2e
(metric tons)
2004 IPCC Global GHG Emissions Inventory 49,000,000,000
2012 EPA National GHG Emissions Inventory 6,526,000,000
2012 ARB State GHG Emissions Inventory 458,680,000
2005 Kern County GHG Emissions Inventory 27,045,617
ARB = California Air Resources Board
CO2e = carbon dioxide equivalent
EPA = U.S. Environmental Protection Agency
GHG = greenhouse gas
IPCC = Intergovernmental Panel on Climate Change
Sources: Intergovernmental Panel on Climate Change 2007a; U.S. Environmental
Protection Agency 2014a; California Air Resources Board 2014; San Joaquin Valley
Air Pollution Control District 2012
4.6.3 Applicable Regulations
4.6.3.1 Federal
Although there is currently no federal overarching law specifically related to
climate change or the reduction of GHGs, the U.S. Environmental Protection
Agency (EPA) is developing regulations under the Clean Air Act (CAA) that
may be adopted in the next 2 years pursuant to EPA’s authority under the CAA.
Foremost among recent developments have been the settlement agreements
between EPA, several states, and nongovernmental organizations to address
GHG emissions from electric generating units and refineries; the U.S. Supreme
Court’s decision in Massachusetts v. EPA; and EPA’s “Endangerment Finding,”
“Cause or Contribute Finding,” and Mandatory Reporting Rule. Although
periodically debated in Congress, there is no federal legislation concerning GHG
emissions limitations. In Coalition for Responsible Regulation, Inc., et al. v.
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EPA, the United States Court of Appeals upheld EPA’s authority to regulate
GHG emissions under the CAA.
4.6.3.2 State
California has adopted statewide legislation addressing various aspects of climate
change and GHG emissions mitigation. Much of this establishes a broad
framework for the state’s long-term GHG reduction and climate change
adaptation program. The Governor of California has also issued several executive
orders related to the state’s evolving climate change policy. Of particular
importance is the direction provided by AB 32, which establishes a statewide
GHG reduction goal of achieving 1990 emissions levels by 2020.
In the absence of federal regulations, control of GHGs is generally regulated at
the state level and is typically approached by setting emission reduction targets
for existing sources of GHGs, setting policies to promote renewable energy and
increase energy efficiency, and developing statewide action plans. Summaries of
key policies, regulations, and legislation relevant to the project are provided
below.
Senate Bills 1078/107/X 1-2 and Executive Order S-14-
08—Renewables Portfolio Standard and Renewable
Energy Resources Act (2002, 2006, 2011)
Senate Bills (SBs) 1078 and 107, California’s Renewables Portfolio Standard
(RPS), obligated investor-owned utilities, energy service providers, and
Community Choice Aggregations to procure an additional 1% of retail sales per
year from eligible renewable sources until 20% is reached by no later than 2010.
The California Public Utilities Commission and California Energy Commission
are jointly responsible for implementing the program. Executive Order S-14-08
set forth a longer range target of procuring 33% of retail sales by 2020. SB X 1-2,
called the California Renewable Energy Resources Act, obligates all California
electricity providers to obtain at least 33% of their energy from renewable
resources by the year 2020.
Assembly Bill 1493—Pavley Rules (2002, Amendments
2009)
Known as “Pavley I,” AB 1493 standards are the nation’s first GHG standards
for automobiles. AB 1493 requires the California Air Resources Board (ARB) to
adopt vehicle standards that will lower GHG emissions from new light-duty
autos to the maximum extent feasible beginning in 2009. Additional
strengthening of the Pavley standards (referred to previously as “Pavley II,” now
referred to as the “Advanced Clean Cars” measure) has been proposed for vehicle
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model years 2017–2025. Together, the two standards are expected to increase
average fuel economy to roughly 54.5 miles per gallon by 2025.
Assembly Bill 32, Global Warming Solutions Act (2006)
AB 32 codifies California’s 2020 GHG emissions goal by requiring the state to
reduce global warming emissions to 1990 levels by 2020. It further directs ARB
to enforce the statewide cap that would begin phasing in by 2012. AB 32 was
signed and passed into law by Governor Arnold Schwarzenegger on September
27, 2006. The act authorizes ARB to adopt market-based compliance
mechanisms including cap-and-trade, and allows a 1-year extension of the targets
under extraordinary circumstances.
Executive Order S-01-07, Low Carbon Fuel Standard
(2007)
Executive Order S-01-07 essentially mandates (1) that a statewide goal be
established to reduce the carbon intensity of California’s transportation fuels by
at least 10% by 2020; and (2) that a Low Carbon Fuel Standard (LCFS) for
transportation fuels be established in California.1
Assembly Bill 32 Scoping Plan (2008/2014)
On December 11, 2008, ARB adopted the Scoping Plan as directed by AB 32,
and approved its first update on May 22, 2014. The AB 32 Scoping Plan
proposes a set of actions designed to reduce overall GHG emissions in
California. Measures outlined in the AB 32 Scoping Plan include a cap-and-trade
system, car standards, LCFS, landfill gas control methods, energy efficiency,
green buildings, renewable electricity standards, and refrigerant management
programs.
The AB 32 Scoping Plan provides an approach to reduce emissions to achieve
the 2020 target, and to initiate the transformations required to achieve the 2050
target. The 2008 AB 32 Scoping Plan indicated that a 29% reduction below the
estimated “business-as-usual” (BAU) levels would be necessary to return to 1990
levels by 2020. The 2011 supplement (Functional Equivalent Document) to the
AB 32 Scoping Plan emission inventory revisions indicated that a 16% reduction
below the estimated BAU levels would be necessary to return to 1990 levels by
2020. This revision was due to the slowing economy between 2008 and 2010.
1 ARB approved the LCFS on April 23, 2009 and the regulation became effective on January 12, 2010. The U.S.
District Court for the Eastern District of California ruled in December 2011 that the LCFS violates the Commerce
Clause of the U.S. Constitution. ARB appealed this ruling in 2012 and on September 18, 2013, a 9th U.S. Circuit
Court of Appeals panel upheld the LCFS, ruling that the program does not violate the Commerce Clause and
remanded the case to the Eastern District.
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California Energy Efficiency Standards and Green
Building Standards Code—Title 24 (2008/2011)
The California Energy Commission periodically updates the energy efficiency
requirements for residential and non-residential buildings. The currently
applicable standards were adopted in 2012. The California Green Building
Standards Code (proposed Part 11, Title 24) was adopted as part of the California
Building Standards Code (California Code of Regulations Title 24) in 2008. Part
11 establishes voluntary standards that became mandatory in the 2010 edition of
the code, including planning and design for sustainable site development, water
conservation, material conservation, and internal air contaminants. The standards
took effect in January 1, 2011.
State CEQA Guidelines (2010)
The State CEQA Guidelines require lead agencies to describe, calculate, or
estimate the amount of GHG emissions that would result from a project.
Moreover, the State CEQA Guidelines emphasize the necessity of determining
potential climate change effects of the project and proposing mitigation as
necessary. The State CEQA Guidelines confirm the discretion of lead agencies to
determine appropriate significance thresholds, but require the preparation of an
environmental impact report (EIR) if “there is substantial evidence that the
possible effects of a particular project are still cumulatively considerable
notwithstanding compliance with adopted regulations or requirements” (§
15064.4).
State CEQA Guidelines § 15126.4 includes considerations for lead agencies
related to feasible mitigation measures to reduce GHG emissions, which may
include, among others, measures in an existing plan or mitigation program for the
reduction of emissions that are required as part of the lead agency’s decision;
implementation of project features, project design, or other measures that are
incorporated into the project to substantially reduce energy consumption or GHG
emissions; offsite measures, including offsets that are not otherwise required, to
mitigate a project’s emissions; and measures that sequester carbon or carbon-
equivalent emissions.
Greenhouse Gas Cap-and-Trade Regulation
(2010/2011)
ARB has recently implemented a program, per the AB 32 Scoping Plan, to
develop a cap-and-trade type system applicable to specific industries that emit
more than 25,000 metric tons of CO2e per year. The AB 32 Scoping Plan
identifies a cap-and-trade program as one of the strategies California will employ
to reduce the GHG emissions that cause climate change. Under cap-and-trade, an
overall limit on GHG emissions from capped sectors will be established by the
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cap-and-trade program and facilities subject to the cap will be able to trade
permits (allowances) to emit GHGs.
4.6.3.3 Regional and Local
San Joaquin Valley Air Pollution Control District
The San Joaquin Valley Air Pollution Control District’s (SJVAPCD) GHG
guidance is intended to streamline CEQA review by pre-quantifying emissions
reductions that would be achieved through the implementation of best
performance standards (BPS). Projects are considered to have a less-than-
significant cumulative impact on climate change if they meet any of the
following conditions.
Comply with an approved GHG reduction plan.
Achieve a score of at least 292 using any combination of approved
operational BPS.
Reduce operational GHG emissions by at least 29% over BAU conditions
(demonstrated quantitatively).
SJVAPCD’s guidance recommends quantification of GHG emissions for all
projects in which an EIR is required, regardless of whether BPS achieve a score
of 29 (San Joaquin Valley Air Pollution Control District 2009).
Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan (MBGP) contains a safety element
based on state law. The MBGP sets forth goals and polices to ensure the
protection of public health related to GHG emissions. The following policies
from the MBGP are relevant to the proposed project:
Encourage the use of mass transit, carpooling, and other transportation
options to reduce vehicle miles traveled.
Promote the use of bicycles by providing attractive bicycle paths and
requiring provision of storage facilities in commercial and industrial projects.
Cooperate with Golden Empire Transit and Kern Regional Transit to provide
a comprehensive mass transit system for Bakersfield; require large-scale new
development to provide related improvements, such as bus stop shelters and
turnouts.
Encourage walking for short distance trips through the creation of pedestrian
friendly sidewalks and street crossings.
2 A score of 29 represents a 29% reduction in GHG emissions relative to unmitigated conditions (1 point = 1%).
This goal is consistent with the reduction targets established by AB 32.
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Promote a pattern of land uses which locates residential uses in close
proximity to employment and commercial services to minimize vehicular
travel.
Require the provision of secure, convenient bike storage racks at shopping
centers, office buildings, and other places of employment in the Bakersfield
Metropolitan area.
Encourage the provision of shower and locker facilities by employers, for
employees who bicycle or jog to work.
Develop a plan to ensure that all parking lots are 40% shaded at maturity to
help alleviate “heat island effect.”
Encourage the use of reflective roofing material and other measures to reduce
the “heat island effect.”
4.6.4 Impacts and Mitigation
4.6.4.1 Methodology
Construction
Project construction would generate short-term emissions of CO2, CH4, and N2O.
Emissions would originate from mobile and stationary construction equipment
exhaust, as well as employee haul truck vehicle exhaust. Mass emissions
generated by these sources were estimated using the California Emissions
Estimator Model (CalEEMod) and the assumptions described in Section 4.2, Air
Quality. Construction of Phase I would occur between 2015 and 2016 and
construction of Phase II would occur between 2017 and 2018.
Operation
Project operation would generate long-term emissions of CO2, CH4, and N2O.
Primary sources of emissions include vehicle exhaust, energy usage, water
consumption, waste and wastewater generation, and area sources. GHG
emissions generated by these sources were estimated using CalEEMod and the
assumptions described in Section 4.2, Air Quality. Please refer to the Air Quality
Impact Analysis (Appendix F) for more detailed information on the approach and
methods used to estimate emissions.
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4.6.4.2 Criteria for Determining Significance
CEQA Thresholds
Criteria for determining the significance of impacts related to GHG are based on
criteria contained in Appendix G of the State CEQA Guidelines. The proposed
project could have a significant impact on the environment if it would result in
any of the following.
a) Generate greenhouse gas emissions, either directly or indirectly, that may
have a significant impact on the environment.
b) Conflict with an applicable plan, policy, or regulation adopted for the
purpose of reducing the emissions of greenhouse gases.
To make these determinations above, the following criteria were used to evaluate
impacts related to the proposed project.
Greenhouse Gases
Climate change is a global problem and GHGs are global pollutants, unlike
criteria air pollutants (such as ozone precursors), which are primarily pollutants
of regional and local concern. Given their long atmospheric lifetimes (see Table
4.6-1), GHGs emitted by countless sources worldwide accumulate in the
atmosphere. No single emitter of GHGs is large enough to trigger global climate
change on its own. Rather, climate change is the result of the individual
contributions of countless past, present, and future sources. Therefore, GHG
impacts are inherently cumulative.
As discussed in Section 4.6.3.3, SJVAPCD adopted GHG guidance to assist lead
agencies in assessing a project’s significance for GHGs under CEQA. The
guidance does not identify a threshold for construction impacts, but recommends
emissions be quantified and disclosed. The guidance outlines a tiered approach
for evaluating the significance of operational GHG emissions. With respect to the
first criterion, the City of Bakersfield has not adopted a qualifying GHG
reduction plan or climate action plan (CAP). Accordingly, SJVAPCD’s first
analysis criterion does not apply to the proposed project. As such, emissions are
evaluated according to the second and third criteria, where a 29% reduction in
GHG emissions, compared with BAU conditions, would be determined to have
less-than-significant individual and cumulative impacts related to GHG. The
analysis of project-related GHG emissions relative to the SJVAPCD’s 29%
reduction threshold included amortizing construction emissions over the
proposed project’s 30-year operational lifespan and adding the amortized
construction emissions to operational emissions.
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Climate Change
The California Second District Court of Appeals has held that while an EIR must
analyze the environmental effects that may result from a project, an EIR is not
required to examine the effects of the environment, such as sea level rise, on a
project (see Ballona Wetlands Land Trust v. City of Los Angeles, 201 Cal. App.
4th 455). In its decision, the Court called into question the validity of portions of
the State CEQA Guidelines that require consideration of impacts of the
environment on a project. The Ballona decision potentially eliminates the need
for lead agencies in the second appellate district to consider the impacts of
climate change on proposed projects. The Ballona decision did not, however, call
into question the State CEQA Guidelines amendments enacted in 2010 that
establish how GHG emissions are to be analyzed and mitigated under CEQA.
Unless binding legislation that overturns the Ballona decision is adopted,3 this
decision is expected to be argued as precedent in CEQA cases throughout the
state for the premise that CEQA does not need to examine the impacts of the
environment on a project. Nonetheless, courts outside of the second appellate
district will have the discretion to differ in their interpretation of the State CEQA
Guidelines and may find that an analysis of the effects of climate change on
proposed projects is required.
Accordingly, a qualitative discussion of the issue has been provided below using
the following criteria:
Would the project subject property and persons to otherwise avoidable
physical harm in light of inevitable climate change?
4.6.4.3 Project Impacts
Impact GHG-1. The proposed project would generate
greenhouse gas emissions, either directly or indirectly,
that may have a significant impact on the environment.
Construction
Construction of the proposed project would generate emissions of CO2, CH4, and
N2O from mobile and stationary construction equipment exhaust, as well as
employee vehicle and haul truck exhaust. Estimated construction emissions
associated with the proposed project are summarized in Table 4.6-3. Refer to the
3 On March 21, 2012, the California Supreme Court denied case review and depublication requests submitted by
several environmental organizations. However, while the California Supreme Court denied case review of the
Ballona decision, on November 26, 2013, the California Supreme Court granted review of California Building
Industry Association v. Bay Area Air Quality Management District to settle whether CEQA requires an evaluation of
how existing environmental conditions will affect a proposed project.
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Air Quality Impact Analysis (Appendix F) for model outputs and detailed
assumptions.
Table 4.6-3. Estimated Construction GHG Emissions (metric tons per year)
Source CO2 CH4 N2O CO2e
Phase I Construction Emissions 1,158.78 0.19 <0.01 1,162.69
Phase II Construction Emissions 2,347.65 0.22 <0.01 2,352.21
Total Construction Emissions 3,506.43 0.40 <0.01 3,514.90
Amortized Construction Emissions
(30-year lifespan)
116.88 0.01 <0.01 117.16
CH4 = methane
CO2 = carbon dioxide
CO2e = carbon dioxide equivalent
N2O = nitrous oxide
Source: Appendix F
As shown in Table 4.6-3, construction of the project would generate 3,515 metric
tons of CO2e during the construction period. This is equivalent to adding about
740 typical passenger vehicles per year to the road during construction (U.S.
Environmental Protection Agency 2014b). Emissions would be short term and
cease once construction is complete in 2018.
Operation
Operation of the project would generate direct and indirect GHG emissions.
Sources of direct emissions would include mobile vehicle trips, natural gas
combustion, and landscaping activities. Indirect emissions would be generated by
electricity generation and consumption, waste and wastewater generation, and
water use.
As discussed above, in order for impacts of the project to be considered less than
significant in terms of GHG, at least a 29% reduction from BAU emissions must
be achieved by 2020. Estimated total emissions (amortized construction +
operational) associated with the proposed project are summarized in Table 4.6-4.
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Table 4.6-4. Estimated Project-related Operational GHG Emissions (metric
tons per year)
Source CO2 CH4 N2O CO2e
Amortized Construction Emissions
(30-year lifespan) (see Table 4.6-3)
116.88 0.01 <0.01 117.16
Operational Emissions
Area Emissions 0.10 <0.01 <0.01 0.10
Energy Emissions 2,274.31 0.09 0.03 2,284.48
Mobile Emissions 9,355.68 0.47 <0.01 9,365.45
Waste Emissions 118.31 6.99 <0.01 265.14
Water Emissions 143.69 1.87 0.05 196.99
Total Operational Emissions 11,892.09 9.42 0.07 12,112.16
Total Project Emissions (Operational
+ Amortized Construction)a 12,008.97 9.43 0.07 12,229.32
a Values differ slightly from the Air Quality Impact Analysis (Appendix F) due to
changes in project-level mitigation, which are reflected in the above total.
CH4 = methane
CO2 = carbon dioxide
CO2e = carbon dioxide equivalent
N2O = nitrous oxide
Source: Appendix F
As shown in Table 4.6-4, total emissions associated with the proposed project
(amortized construction + operational) are 12,229 metric tons CO2e. Consistent
with SJVAPCD’s GHG guidance, emissions must be reduced by 29% over BAU
to result in a less-than-significant impact on global climate change. Achieving
this target would ensure that the proposed project is consistent with the state’s
current climate change policy objectives outlined in AB 32.
Table 4.6-5 summarizes year 2011 BAU emissions associated with the proposed
project. Year 2011, the year ARB last updated the AB 32 Scoping Plan, was used
as a conservative emissions estimate for BAU conditions, which does not account
for emissions reductions achieved since the 2002–2004 baseline period as
allowed in the SJVAPCD CEQA Guidance. BAU emissions do not include any
project-level mitigation or the effects of future local, state, or federal actions to
reduce GHG emissions. These actions, programs, and initiatives undertaken by
the state will contribute to project-level emissions reductions. For example, the
state’s RPS will reduce the carbon content of electricity through requirements for
increased renewable energy. Renewable resources, such as wind and solar power,
produce electricity, just like coal and other traditional sources, but do not emit
any GHGs. By generating a greater amount of energy through renewable
resources, electricity provided to the project would be cleaner and less GHG-
intensive than if the state had not required the RPS. Other state strategies that
were considered in the emissions analysis include Pavley, LCFS, and Title 24
(refer to Section 4.6.3.2 for a description of these regulations).
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In addition to summarizing 2011 BAU conditions, Table 4.6-5 also summarizes
total 2020 emissions associated with the proposed project (amortized
construction + operational), including the effects of statewide actions to reduce
GHG emissions and the effects of Mitigation Measures MM GHG-1 and MM
GHG-2, which require electric-powered landscaping equipment, high-efficiency
water fixtures, and onsite recycling and compositing services.
Table 4.6-5. Comparison of BAU and Project Mitigated Emissions (metric
tons per year)
Parameter Metric Tons CO2e
2011 BAU 17,229.62
Required Reductions (29% below 2011 BAU) 4,996.59
Total Project (Amortized Construction + Operational)
Mitigated (2020)
12,229.32
Reductions Achieved (total project minus 2011 BAU) -5,000.30
Percentage Reduction Achieved 29%
SJVAPCD Threshold 29%
Threshold Met? YES
BAU = business as usual
CO2e = carbon dioxide equivalent
SJVAPCD = San Joaquin Valley Air Pollution Control District
As shown in Table 4.6-5, combined state and project-level mitigation would
reduce operational GHG emissions by 29%, relative to BAU conditions,
consistent with SJVAPCD’s threshold of achieving a 29% reduction below BAU
conditions. Accordingly, construction and operation of the project would result in
a less-than-significant impact on global climate change.
Mitigation Measures
MM GHG-1. Implement Onsite Mitigation to Reduce Operational
Emissions. Prior to the issuance of grading permits, the project proponent shall
submit evidence to the City of Bakersfield Planning Division to demonstrate
adherence to the following: The project proponents will incorporate the following
onsite mitigation into the project design to reduce greenhouse gas emissions
associated with project operations:
(a) Install high-efficiency lighting to reduce consumption of electricity for
lighting, which reduces emissions associated with the generation of
electricity. A 75% lighting energy reduction was applied to the proposed
project based on the performance of Energy STAR–certified light bulbs,
which consume 70–90% less energy than traditional incandescent bulbs;
(b) Install low-flow bathroom faucets to reduce water consumption and thereby
reduce emissions associated with the generation of power used to transport
water;
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(c) Install low-flow toilets to reduce water consumption and thereby reduce
emissions associated with the generation of power used to transport water;
(d) Use water-efficient irrigation systems to reduce water consumption and
thereby reduce emissions associated with the generation of power used to
transport water; and
(e) Institute onsite recycling and composting services to reduce offsite, waste-
related emissions associated with the proposed project.
MM GHG-2. Reduction of Operational GHG Emissions. Prior to the issuance
of final occupancy for each phase of development, the project proponent shall
submit a focused Greenhouse Gas Report that identifies measures for the
reduction by 29% of the project’s “business as usual” operational carbon dioxide
equivalent emissions as quantified in this Environmental Impact Report prepared
for the project. The focused air analysis may reference combined state and
project-level mitigation that would reduce greenhouse gas emissions and shall be
submitted to the San Joaquin Valley Air Pollution Control District for review and
comment regarding the methodology used to quantify the reductions. The study
can be for each individual phase of construction or for the entire project. Any
mitigation program for the reduction of greenhouse gases adopted by the City of
Bakersfield or the San Joaquin Valley Air Pollution Control District, which can
be implemented for the specific project site and that provides equal or more
effective mitigation than this mitigation measure, can be utilized as a replacement
for the requirements of this mitigation measure.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact GHG-2. The proposed project would not conflict
with an applicable plan, policy, or regulation adopted
for the purpose of reducing the emissions of
greenhouse gases.
The City of Bakersfield has not adopted a CAP to reduce community GHG
emissions. Accordingly, the most applicable GHG reduction policy to the project
is AB 32, which codified the state’s GHG emissions reduction targets for the
future. Consistency with AB 32 is evaluated in this impact.
AB 32 codifies the state’s GHG emissions reduction targets for 2020. ARB
adopted the AB 32 Scoping Plan as a framework for achieving AB 32. The
Scoping Plan outlines a series of technologically feasible and cost-effective
measures to reduce statewide GHG emissions. Some reductions would need to
come in the form of changes pertaining to vehicle emissions and mileage
standards. Some would come from changes pertaining to sources of electricity
and increased energy efficiency at existing facilities. The remainder would need
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to come from state and local plans, policies, or regulations that will lower carbon
emissions, relative to business as usual conditions.
As discussed above, Mitigation Measures MM GHG-1 and MM GHG-2 include
numerous policies to reduce operational GHG emissions. These measures are
consistent with strategies identified in the AB 32 Scoping Plan, as well as
statewide goals to improve energy efficiency, reduce building energy
consumption, and conserve natural resources. Operational GHG reductions
achieved by these mitigation measures, when combined with state actions, would
reduce emissions by 29% (see Table 4.6-5) relative to business-as-usual
conditions. Comparing emissions with business-as-usual conditions enables an
analysis of project-level impacts against SJVAPCD’s GHG guidance, which is
based on the state’s 2020 AB 32 reduction goals. Accordingly, emissions
associated with the project would not conflict with AB 32. This impact would be
less than significant.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact GHG-3. The proposed project would not subject
property and persons to otherwise avoidable physical
harm in light of inevitable climate change.
Unavoidable climate change may result in a range of potential impacts on the
project and adjacent areas, such as increased temperatures, increased heat events,
worsened air quality, increased storm intensity, increased wildland fire frequency
or intensity, changes in disease and pest vectors, and changes in water supply.
Apart from increased storm intensity and wildland fire (discussed below), the
project has no potential to subject people or structures to additional harm from
these potential effects of climate change. The project would not induce regional
growth with construction of the shopping center and hotel. Patrons would be
present in Kern County with or without the project and, thus, would be subject to
general climate change effects regardless of implementation of the project.
There are only two potential climate change effects for which the project could
potentially place people or structures at risk from those effects: potential
increased storm intensity and increased wildland fire. While inland flooding
might change with potential increase in storm intensity, there are insufficient data
at this time to reasonably predict what future inland flooding risks may occur
from changes in storm intensity resulting from climate change. As to wildland
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fires, the project is not within a wildland area and, therefore, is not considered to
be a high fire risk.
Therefore, the project would not result in significant increased risk to people or
structures from climate change. The impact would be less than significant.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
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Section 4.7
Hazards and Hazardous Materials
4.7.1 Introduction
This section describes the environmental and regulatory setting for hazards and
hazardous materials. It also describes impacts on hazards and hazardous
materials that would result from implementation of the proposed project, and
mitigation for significant impacts where feasible and appropriate.
Environmental database and site-specific hazardous materials information in this
section is based primarily on the Phase I Environmental Site Assessment (Phase I
ESA) report prepared for the Bakersfield Gateway Project NEC of State
Highway 99 and Hosking Avenue, Bakersfield, California (Appendix I) by BSK
Associates (October 2014).
A hazardous material is any substance that, because of its quantity, concentration,
or physical or chemical properties, may pose a hazard to human health and the
environment. Under California Code of Regulations (CCR) Title 22, the term
“hazardous substance” refers to both hazardous materials and hazardous wastes.
Both of these are classified according to four properties: (1) toxicity, (2)
ignitability, (3) corrosiveness, and (4) reactivity (CCR Title 22, Chapter 11, and
Article 3). A hazardous material is defined in CCR Title 22 as:
[a] substance or combination of substances which, because of its quantity,
concentration, or physical, chemical or infectious characteristics, may either
(1) cause, or significantly contribute to, an increase in mortality or an
increase in serious irreversible, or incapacitating reversible, illness; or (2)
pose a substantial present or potential hazard to human health or environment
when improperly treated, stored, transported or disposed of or otherwise
managed. (CCR Title 22 § 66260.10.)
Hazardous materials in various forms can cause death, serious injury, long-
lasting health effects, and damage to buildings, homes, and other property.
Hazards to human health and the environment can occur during production,
storage, transportation, use, or disposal of hazardous materials.
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4.7.2 Environmental Setting
4.7.2.1 Project Site History
Based on aerial photograph information obtained in the Phase I ESA, the
proposed project site has been associated with agricultural land use as early as
1946 and lasting until 2006. The site has historically been cultivated for a variety
of non-permanent crops. Phase I ESA information also suggests that three former
dwelling-size structures were located near the south-central portion, northeastern
corner, and east-central portion of the site.
4.7.2.2 Current Project Site Conditions
The project site is currently vacant/unused (with the only notable features being a
drainage basin near the south-central portion of the site and a trench located on
parcel 9). The project site is relatively flat with an elevation ranging between 358
and 354 feet above mean sea level. Surface and near-surface soils consist of
sandy silt, silty sand, sandy silt or silty sand with trace clay, and sand.
4.7.2.3 Environmental Concerns
Potential Environmental Concerns for the Project Site
The Phase I ESA did not identify any Recognized Environmental Conditions
(RECs) in connection with the proposed project site. However, the Phase I ESA
identified specific previous uses that have occurred on site and existing
conditions that have the potential to result in environmental concerns. Each of
these is discussed separately below. RECs are described in detail below.
Agricultural Chemicals
The proposed project site has been associated with agricultural land use from as
early as 1946 until at least 2006. During this time, the site has been used for the
production of nonpermanent agricultural crops and, as such, pesticides and
herbicides have likely been applied at the site. Consequently, pesticides,
herbicides, and associated metals may be present in near-surface soils at residual
concentrations.
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Abandoned Utilities
Abandoned underground utilities (e.g., potable water pipes, gas pipes) associated
with former onsite dwellings may be located at the project site. However,
evidence of abandoned utilities was not observed during the site reconnaissance
conducted as part of the Phase I ESA.
Underground Storage Tanks
There is no evidence that there are or have previously been any aboveground
storage tanks (ASTs) or underground storage tanks (USTs) located on the site.
However, if a UST was used during historic agricultural activities, it would have
likely stored potable or irrigation water. The limited size of the agricultural
operations at the project site would not have warranted herbicides, pesticides,
fuels, or other hazardous materials in amounts required to be stored in USTs or
ASTs.
Illegal Dumping
According to information recorded during completion of the Phase I ESA, illegal
dumping has occurred on the proposed project site. Burned debris, a burned and
discarded mattress, 5-gallon containers with unknown contents, and discolored
soil were all observed on site.
Abandoned Well
An abandoned irrigation well is located in the north-central portion of the site.
Additionally, one other well with above-grade water piping is located in the
southeastern corner of parcel 44.
Discolored Soils and Chemical Spills
Discolored soil was observed at two locations: one near the 5-gallon containers in
the southwestern portion of the site and the other near the discarded mattress in
the northwestern portion of the site. The soils appear to have been affected as
part of the illegal dumping activities that occurred on site.
Asbestos and Lead-Based Paint Contamination
A review of historical topographic maps and aerial photographs identified two
dwelling-sized structures near the northeastern corner and the east-central portion
of the site as early as 1912 until at least 1954. Results of the Phase I ESA also
suggested that a third structure in the southern portion of the site (a concrete
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foundation was observed during the Phase I ESA) was on site as early as 1978.
As such, there is potential that historic onsite structures contained asbestos and/or
lead-based paint. The structures have since been removed and the site remains
vacant and unused.
Recognized Environmental Conditions in the Project
Site and Surrounding Areas
RECs refer to the presence or likely presence of any hazardous substances or
petroleum products on a property under conditions that indicate an existing
release, a past release, or a material threat of a release of any hazardous
substances or petroleum products into structures on the property or into the
ground, ground water, or surface water of the property (ASTM E1527-13). These
conditions generally present a material risk of harm to public health or the
environment and generally would be the subject of an enforcement action if
brought to the attention of appropriate government agencies.
Project Site
The Phase I ESA did not identify RECs in connection to the site and did not
identify the proposed project site in any environmental database researched.
However, information obtained during preparation of the Phase I ESA suggested
that there were several areas of potential environmental concern pertaining to the
site’s historic land use (as described in detail above under Potential
Environmental Concerns for the Project Site and summarized here). Discolored
soil was observed during a site reconnaissance in the vicinity of the drainage
basin (near the abandoned 5-gallon containers), which suggests there may be
potential for some affected soil. The discolored soils appear to be a result of
illegal dumping activities on site.
Because of the site’s historic agricultural land use, there is a possibility that
pesticides, herbicides, and associated metals may be present in near-surface soils.
A review of historical topographic maps and aerial photographs suggests that
there have been structures on site as early as 1912. Consequently, there is
potential that onsite soils may have been affected with asbestos and or lead-based
paint at the time the aforementioned structures were demolished.
Offsite Properties
Four sites were identified in the Phase I ESA as being properties of interest to the
project and warranted further analysis. Further analysis was deemed necessary
because of their environmental history, distance to the project site, and
environmental status. Table 4.7-1 lists these properties.
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Table 4.7-1. Properties of Interest
Site
Address and
approximate distance
from the proposed
project Status
Elementary
School No. 12
Berkshire Rd, west of
K-9 canal. Formerly
located 832 feet east-
northeast of the proposed
project site.
The former elementary school was part
of a Preliminary Endangerment
Assessment (PEA) and a supplemental
site investigation in 2006. No
contaminants of concern were identified.
No other concerns related to the site
noted.
Kern Valley
Packing
Company
7100 H Street. Located
0.25 mile north-northeast
of the proposed project
site.
The site was part of the Leaking
Underground Storage Tank program and
was identified as having hydrocarbon-
affected soil. Three cubic yards of soil
were excavated and the site received
closure in August of 1990. In 2010, a
small spill (20 gallons) of mineral oil
occurred on site, caused by vandalism.
Containment and cleanup of the spill
were performed. No other violations
noted.
Elementary
School No. 11
Hoskings Avenue and
Monitor Street. Located
0.5 mile east-southeast
of the proposed project
site.
The elementary school was part of a
PEA and a supplemental site
investigation because of the site’s
previous agricultural use. No
contaminants were identified and the
investigation officially closed in March
of 2005.
Proposed
McKee Road
School
2923 McKee Road.
Located 0.75 mile
southwest of the
proposed project site.
The site underwent a PEA in 2009
because of the location’s previous
agricultural use. Arsenic, chlordane,
dichlorodiphenyldichloroethane (DDD),
dichlorodiphenyldichloroethylene
(DDE), and
dichlorodiphenyltrichloroethane (DDT)
were confirmed to be on site. Removal
of contaminants was performed and the
site was granted closure in August of
2010.
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4.7.3 Applicable Regulations
4.7.3.1 Federal
Resource Conservation and Recovery Act
Hazardous waste in California is regulated primarily under the authority of the
federal Resource Conservation and Recovery Act (RCRA), 42 United States
Code (USC) § 6901 et seq. RCRA was established in 1976 to protect human
health and the environment, reduce waste, conserve energy and natural resources,
and minimize the generation of hazardous waste. Under the authority of the
RCRA, the regulatory framework for managing hazardous waste, including
requirements for entities that generate, store, transport, treat, and dispose of
hazardous waste, is found in 40 Code of Federal Regulations (CFR) 260–299.
Other applicable federal laws and regulations include the following.
49 CFR 172 and 173: These regulations establish standards for the transport
of hazardous materials and hazardous wastes. The standards include
requirements for labeling, packaging, and shipping hazardous materials and
hazardous wastes, as well as training requirements for personnel completing
shipping papers and manifests.
40 CFR Subchapter I—Solid Wastes: These regulations implement the
provisions of the Solid Waste Act and RCRA. These regulations also
establish the criteria for the classification of solid waste disposal facilities
(landfills), hazardous waste characteristic criteria and regulatory thresholds,
hazardous waste generator requirements, and requirements for management
of used oil and universal wastes.
40 CFR 355 Appendix A—The List of Extremely Hazardous Substances and
Their Threshold Planning Quantities: This list is part of a regulation that
establishes requirements for a facility to provide information necessary for
developing and implementing state and local chemical emergency response
plans, and requirements for emergency notification of chemical releases,
including releases of Extremely Hazardous Substances as defined by the
Comprehensive Environmental Response, Compensation, and Liability Act.
Comprehensive Environmental Response,
Compensation, and Liability Act/Superfund
Amendments and Reauthorization Act
The Comprehensive Environmental Response, Compensation, and Liability Act
(CERCLA), commonly known as “Superfund,” was enacted by Congress on
December 11, 1980. This law (42 USC 103) provides broad federal authority to
respond directly to releases or threatened releases of hazardous substances that
may endanger public health or the environment. CERCLA establishes
requirements concerning closed and abandoned hazardous waste sites, provides
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for liability of persons responsible for releases of hazardous waste at these sites,
and establishes a trust fund for cleanup when no responsible party can be
identified. CERCLA also enabled the revision of the National Contingency Plan
(NCP). The NCP (40 CFR 300) provides the guidelines and procedures needed to
respond to releases and threatened releases of hazardous substances, pollutants,
and/or contaminants. The NCP also established the National Priorities List.
CERCLA was amended by the Superfund Amendments and Reauthorization Act
on October 17, 1986.
Department of Transportation Hazardous Materials
Regulations (49 CFR 100–185)
U.S. Department of Transportation (DOT) Hazardous Materials Regulations
cover all aspects of hazardous materials packaging, handling, and transportation.
Regulations include the DOT’s Hazard Materials Program, Oil Spill Prevention
and Response, Emergency Response, Packaging Requirements, and Highway
Transportation, among others.
Occupational Safety and Health Administration:
Hazardous Materials Standards (29 CFR 1910
Subpart H)
The Occupational Safety and Health Administration’s (OSHA’s) mission is to
ensure the safety and health of American workers by setting and enforcing
standards; providing training, outreach, and education; establishing partnerships;
and encouraging continual improvement in workplace safety and health. OSHA
establishes and enforces protective standards, and it provides technical assistance
and consultation programs for employers and employees. OSHA hazardous
materials standards are listed in 29 CFR 1910 Subpart H.
4.7.3.2 State
Department of Toxic Substances Control Site Cleanup
Programs
The California Department of Toxic Substances Control (DTSC) is charged with
restoring, protecting, and enhancing the environment; ensuring public health,
environmental quality, and economic vitality by regulating hazardous waste;
conducting and overseeing cleanups; and developing and promoting pollution
prevention. The DTSC meets these goals by implementing programs aimed at
overseeing cleanups; preventing releases by ensuring waste is properly generated,
handled, transported, stored, and disposed of; enforcing laws against those who
inappropriately manage hazardous wastes; promoting pollution reduction;
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encouraging reuse and recycling; performing toxicological evaluations on a site;
and involving the public in DTSC’s decision making. Contaminated site cleanup
programs include the Voluntary Cleanup Program and the California Land Reuse
and Revitalization Program, among others.
Unified Hazardous Waste and Hazardous Materials
Management Regulatory Program (Unified Program)
(California Health and Safety Code, Chapter 6.11,
§§ 25404–25404.9)
This program consolidates, coordinates, and makes consistent the administrative
requirements, permits, inspections, and enforcement activities of the
environmental and emergency response programs and provides authority to the
Certified Unified Program Agency (CUPA). The CUPA is designed to protect
public health and the environment from accidental releases and improper
handling, storage, transportation, and disposal of hazardous materials and wastes.
This is accomplished via inspections, emergency response, enforcement, and site
mitigation oversight. The CUPA for the City of Bakersfield (City) is the
Bakersfield Fire Department’s Prevention Services Division.
California Government Code
Government Code § 65962.5 required the DTSC, the State Department of Health
Services, the California State Water Resources Control Board, and the California
Integrated Waste Management Board to compile and annually update lists of
hazardous waste sites and land designated as hazardous waste property
throughout the state. The Secretary for Environmental Protection consolidated
the information (also known as the Cortese List) submitted by these agencies.
California Public Resources Code
The California Environmental Quality Act (CEQA) (California Public Resources
Code, Division 13, Environmental Protection) § 21092.6, Location of Projects on
Hazardous Waste Sites List, directs the lead agency to consult the lists compiled
pursuant to Section 65962.5 of the Government Code to determine whether a
project and any alternatives are located on a site that is included on any list, as
described in the Recognized Environmental Conditions in the Project Site and
Surrounding Areas subsection above. The project site does not contain any listed
sites per Section 65962.5 of the Government Code.
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State Water Resources Control Board Construction
General Permit (2009-0009-DWQ)
The general permit requirements apply to construction or demolition activities
including, but not limited to, clearing, grading, grubbing, or excavation, or any
other activity that results in a land disturbance of equal to or greater than 1 acre.
The Construction General Permit requires the development and implementation
of a site-specific Storm Water Pollution Prevention Plan (SWPPP). The SWPPP
should contain a site map(s) that shows the construction site perimeter, existing
and proposed buildings, lots, roadways, stormwater collection and discharge
points, general topography both before and after construction, and drainage
patterns across the project. The SWPPP must list best management practices
(BMPs) the discharger will use to protect stormwater runoff and the placement of
those BMPs (State Water Resources Control Board 2015).
4.7.3.3 Local
Kern County Environmental Health Services
Department Water Well and Small Water System
Program
The Kern County Environmental Health Services Department (KCEHSD), Water
Well and Small Water System Programs (Water Well Program) ensures that the
public receives water that is safe to drink and the quantity supplied is adequate to
meet the community’s needs. The Water Well Program also issues permits to
construct, reconstruct, and properly abandon, close, or destroy water wells
(County of Kern Environmental Health Division 2015). Proper decommissioning
of abandoned wells on the proposed project site may require an inspection and
approval by KCEHSD prior to destruction.
Kern County Operational Area Hazardous Materials
Area Plan
According to the Kern County Operational Area Hazardous Materials Area Plan:
Hazardous materials emergencies are the result of: threatened releases,
highway accidents, clandestine drug laboratories, train derailments, pipeline
transportation accidents, pesticide drift incidents, or related fire and/or spills
at fixed facilities.
The Hazardous Materials Area Plan identifies local, state, and federal
responsibilities during incidents involving the release or threatened release of
hazardous substances.
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City of Bakersfield Fire Department
The City of Bakersfield Fire Department Environmental Services Division (BFD-
ESD) maintains jurisdiction over hazards, hazardous materials, and hazardous
materials spills within the City. Authority for the BFD-ESD is granted by Section
8.60 of the Municipal Code. The BFD-ESD is responsible for handling existing
hazards and providing oversight of cleanup and remedial efforts. Typically, once
a site has been identified and cleanup measures are determined to be needed,
BFD-ESD will review the site evaluation and associated cleanup plan and goals.
Prior to cleanup, BFD-ESD is required to concur or approve work plans based on
site-specific plans. Upon implementation of the cleanup plan, BFD-ESD will
witness cleanup, review results, and then sign the site off as cleaned. Personnel
assigned to the hazardous materials team are certified by the State of California
as Hazardous Materials Technicians or Specialists. The Bakersfield Fire
Department’s Prevention Services Division serves as the City’s CUPA agency.
The Bakersfield Fire Department also oversees the implementation of Hazardous
Materials Business Plans (HMBP). An HMBP is a document containing detailed
information on the:
Hazardous materials/wastes stored and/or generated at a facility;
Emergency response plans and procedures in the event of a substantial
release or threatened release of a hazardous material/waste;
Training program including hazardous communications, annual training
refresher courses, and safety procedures in the event of a release or
threatened release of a hazardous material; and
Consolidated contingency plans.
4.7.4 Impacts and Mitigation
4.7.4.1 Methodology
The following impact analysis is based on an evaluation of onsite and adjacent
land conditions and the likelihood or ability of these conditions to affect
components of the proposed project. Based upon the existing conditions
described above, the impact analysis assesses the direct and indirect impacts
related to hazards and hazardous materials and determines whether the proposed
project would exceed a threshold listed below.
4.7.4.2 Criteria for Determining Significance
Criteria for determining the significance of impacts related to hazards and
hazardous materials are based on criteria contained in Appendix G of the State
CEQA Guidelines. The proposed project could have a significant impact on the
environment if it would result in any of the following.
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a) Create a significant hazard to the public or the environment through the
routine transport, use, or disposal of hazardous materials.
b) Create a significant hazard to the public or the environment through
reasonably foreseeable upset and accident conditions involving the release of
hazardous materials into the environment.
c) Emit hazardous emissions or involve handling hazardous or acutely
hazardous materials, substances, or waste within one‐quarter mile of an
existing or proposed school.
d) Be located on a site that is included on a list of hazardous materials sites
compiled pursuant to Government Code Section 65962.5 and, as a result,
would it create a significant hazard to the public or the environment.
e) Be located within an airport land use plan area or, where such a plan has not
been adopted, be within two miles of a public airport or public use airport,
and result in a safety hazard for people residing or working in the project
area.
f) Be located within the vicinity of a private airstrip and result in a safety
hazard for people residing or working in the project area.
g) Impair implementation of or physically interfere with an adopted emergency
response plan or emergency evacuation plan.
h) Expose people or structures to a significant risk of loss, injury, or death
involving wildland fires, including where wildlands are adjacent to urbanized
areas or where residences are intermixed with wildlands.
Thresholds c, e, and h were evaluated during the initial study process and were
determined to result in no impacts related to emissions within 0.25 mile of a
school, airport land use plans, and wildland fires, respectively. As such, these
impacts are not further evaluated below. For a detailed discussion of these
impacts, refer to Appendix A.
4.7.4.3 Project Impacts
Impact HAZ-1. The proposed project would not create a
significant hazard to the public or the environment
through the routine transport, use, or disposal of
hazardous materials.
Construction
Project construction would involve routine transport, use, and disposal of
hazardous materials such as fuels, solvents, paints, oils, grease, and caulking.
Such transport, use, and disposal must be compliant with applicable regulations
such as the RCRA, DOT Hazardous Materials Regulations, and Bakersfield Fire
Department’s Prevention Services Division (local CUPA) regulations.
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Compliance with these federal, state, and local regulations, in combination with
construction BMPs implemented through a project-specific SWPPP (per
requirements of the State Water Resources Control Board’s Construction General
Permit 2009-0009-DWQ), would ensure that all hazardous materials would be
used, stored, and disposed of properly.
Although small amounts of fuels solvents, paints, oils, grease, and caulking
would be transported, used, and/or disposed of during the construction phase,
these materials are typically used in construction projects and would not
represent the transport, use, and disposal of acutely hazardous materials.
Furthermore, it is expected that handling and storage of fuels and other
flammable materials during construction activities would follow OSHA and local
standards for fire protection and prevention. Consequently, no significant hazard
to the public or the environment through the routine transport, use, or disposal of
hazardous materials during construction of the proposed project is anticipated.
Operation
It is anticipated that the proposed project would use hazardous materials typical
of commercial operations (e.g., solvents cleaning agents, paints, pesticides,
herbicides, petroleum fuels, propane, oil filters, used oil, batteries, and aerosol
cans). These hazardous material products are generally used in maintenance
activities and in small, localized amounts. Any spills that may occur would be
cleaned up as soon as they occur as required by CUPA regulations. Moreover,
the existing HMBP for the proposed project would be modified, if necessary, to
include a description of any new hazardous materials that might be used during
future operations and would be subject to approval and oversight by Bakersfield
Fire Department’s Prevention Services Division.
Although the proposed project might account for an increase in amounts of
common types of hazardous materials, normal routine use of these products
would not result in a significant hazard to residents or workers in the vicinity. In
addition, the proposed project would not handle acutely hazardous materials,
substances, or waste. Therefore, operational activities would not result in a
significant hazard to the public or to the environment through the routine
transport, use, or disposal of hazardous waste during operation of the proposed
project. Impacts would be less than significant.
Mitigation Measures
No mitigation is required.
Level of Significance After Mitigation
Impacts would be less than significant.
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Impact HAZ-2. The proposed project would create a
significant hazard to the public or the environment
through reasonably foreseeable upset and accident
conditions involving the release of hazardous materials
into the environment.
Implementation of the proposed project is not expected to create a significant
hazard to the public or the environment through reasonably foreseeable upset and
accident conditions involving the release of hazardous materials into the
environment. As mentioned under Impact HAZ-1, construction-related hazardous
materials would be used during construction of the proposed project, including
fuel, solvents, paints, oils, grease, and caulking. It is possible that any of these
substances could be released during construction activities. However, compliance
with federal, state, and local regulations, along with construction BMPs
implemented through a project-specific SWPPP, would ensure that all hazardous
materials are used, stored, and disposed of properly, which would minimize
potential impacts related to a hazardous materials release during the construction
phase of the project.
As described in Section 4.7.2, Environmental Setting, four sites near the
proposed project site were identified during the environmental database review as
warranting further analysis to determine if they could potentially affect the
proposed project. They are Elementary School No. 12, Kern Valley Packing
Company, Elementary School No. 11, and the proposed McKee Road School. As
mentioned, two of the three school sites (Elementary School No. 12 and
Elementary School No. 11) were part of a PEA and a supplemental site
investigation. No contaminants were identified in either case. The third school
site (McKee Road School) also underwent a PEA and arsenic, chlordane, DDD,
DDE, and DDT were confirmed to be on site (soil impact only). The site was
remediated and was granted closure in August of 2010. The remaining site (Kern
Valley Packing Company) was a Leaking Underground Storage Tank site that
was identified as having hydrocarbon-affected soil. Remediation was performed
and the site received closure in 1990. In 2010, a small spill of mineral oil
occurred to onsite soil at Kern Valley Packing Company, caused by vandalism of
an onsite transformer. Containment and cleanup of the spill were performed with
no further impact on the project site. As such, the aforementioned offsite
properties are unlikely to have had a deleterious effect on the project area.
Historical land use at the project site has included agricultural activities. As such,
it is possible that residual traces of pesticides and herbicides may be present on
the site. Construction and operation activities conducted during implementation
of the project may generate dust and expose construction personnel to such
chemicals. Additionally, discolored soil was observed in the vicinity of the
rusted, empty, 5-gallon containers in the drainage basin, suggesting that there
may be potential for soil affected by illegal dumping activities. Furthermore, two
dwelling-sized structures were located on site as early as 1912, and a third
structure was on site as early as 1978. As such, there is potential that these
structures may have contained asbestos and/or lead-based paint that could have
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affected nearby soils at the time of demolition activities. However,
implementation of Mitigation Measures MM HAZ-1 through HAZ-2 described
below would reduce this impact to a less-than-significant level. The
aforementioned mitigation measure was based on the recommendations included
in the Phase I ESA.
As described previously, the proposed project might account for an increase in
amounts of common types of hazardous materials. These hazardous material
products are generally used in small amounts, and any spills that may occur are
limited in scope and spill area and would be cleaned up soon after they occur, as
required by CUPA regulations. Moreover, the existing HMBP for the proposed
project would be modified, if necessary, to include a description of any new
hazardous materials that might be used during future operations and would be
subject to approval and oversight by the Bakersfield Fire Department. Therefore,
operation of the proposed project would result in a less-than-significant impact
related to hazards to the public or to the environment through reasonably
foreseeable upset and accident conditions involving the release of hazardous
materials.
Mitigation Measures
MM HAZ-1. Prior to the issuance of grading permits, the project proponent shall
provide retain a qualified environmental consulting firm to prepare a Phase II
Environmental Site Assessment to evaluate the topics listed below. Any
remediation activities identified by the study shall be conducted under the
oversight of the City of Bakersfield Fire Department Environmental Services
Division, which serves as the local Certified Unified Program Agency. A copy of
the final report, as well as evidence to demonstrate compliance with any
remediation measures, shall be provided to the City of Bakersfield Planning
Division prior to the issuance of the first grading and/or building permits. Project
construction activities (unrelated to remediation activities) and site occupancy
will not be permitted if it is determined the site is contaminated until the
Environmental Services Division determines the site has been safely remediated
and is suitable for construction and operation activities to commence.
(a) Soil Sampling in Area with Discolored Soils. The study shall collect soil
samples in the vicinity of potentially affected soil (discolored soil near the
drainage basin at the south-central portion of the site) and analyze the
samples to evaluate if illegal dumping activities have affected soils in the
area. If hazardous materials are discovered in the soils, the study shall
provide recommendations on the steps required for proper treatment and/or
removal and disposal of contaminated soil to the satisfaction of the City of
Bakersfield Fire Department Environmental Services Division.
(b) Soil Sampling for Lead and Asbestos. The study shall collect soil samples
near the foundation (in the southern portion of the site) and analyze them for
lead and asbestos to evaluate if demolition activities have potentially affected
the soils in the area. Concurrent with sample collection mentioned above, soil
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samples shall also be collected in the vicinity of the former dwelling-sized
structures near the northeastern corner and the east-central portion of the site
and analyzed for lead and asbestos to evaluate if demolition activities have
potentially affected the soils in the area. If hazardous materials are
discovered in the sampled soils, the study shall provide recommendations on
the steps required for proper treatment and/or removal and disposal of
contaminated soil to the satisfaction of the City of Bakersfield Fire
Department Environmental Services Division.
(c) Soil Sampling for Agricultural Pesticides. The study shall collect soil
samples across the site and analyze them for organochlorine pesticides,
arsenic, and lead. If hazardous materials are discovered in the soils, the
qualified hazardous materials professional shall provide recommendations on
the steps required for proper treatment and/or removal and disposal of
contaminated soil to the satisfaction of the City of Bakersfield Fire
Department Environmental Services Division.
MM HAZ-2. The project shall continuously comply with the following best
management practices during all construction activities and operations of the
project:
(a) Discovery of Asbestos. In the event that suspect asbestos-containing
materials are uncovered during project construction, work at the project sites
shall immediately halt and a qualified hazardous materials professional shall
be contacted and brought to the project sites to make a proper assessment of
the suspect materials. All potentially friable asbestos-containing materials
shall be removed in accordance with federal, State, and local laws and the
National Emissions Standards for Hazardous Air Pollutants guidelines prior
to ground disturbance that may disturb such materials.
(b) Discovery of Oil Wells. In the event that abandoned or unrecorded wells or
above-ground fuel storage tanks are uncovered or damaged during
excavation or grading activities, all work shall cease in the vicinity of the
well or above-ground fuel storage tanks, and the California Department of
Conservation, Division of Oil, Gas, and Geothermal Resources, shall be
contacted for requirements and approval; copies of said approvals shall be
submitted to the City of Bakersfield. The California Department of
Conservation, Division of Oil, Gas, and Geothermal Resources, may
determine that remedial plugging operations may be required.
Level of Significance After Mitigation
Impacts would be less than significant.
Impact HAZ-3. The proposed project is not located on a
site that is included on a list of hazardous materials
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sites compiled pursuant to Government Code Section
65962.5 and, as a result, would not create a significant
hazard to the public or the environment.
Implementation of the proposed project would not create any impacts associated
with being included on list of hazardous materials sites compiled pursuant to
Government Code Section 65962.5. As mentioned above, the environmental
database research conducted during preparation of the Phase I ESA provided no
current or historical hazardous material information regarding the proposed
project site.
Mitigation Measures
No mitigation is required.
Level of Significance After Mitigation
No impacts.
Impact HAZ-4. The proposed project would be located
within the vicinity of a private airstrip and would not
result in a safety hazard for people residing or working
in the project area.
A private airstrip, the Costerisan Farms Airport, is approximately 1.7 miles to the
southwest of the project site. The airport is a small-scale, unattended, private
airstrip that is not recognized in the Kern County Airport Land Use Compatibility
Plan(County of Kern 2011) . Therefore, there are no safety compatibility criteria
associated with the airport, including an airport influence area. The airport
comprises a grass runway and houses two single-engine aircraft (Pilot Outlook
2015). Based on information obtained, the airstrip appears to service a very small
number of local flights and, as such, is not anticipated to result in a safety hazard
to people residing or working in the area. Additionally, the proposed project
involves implementation of a commercial development (which is typically a
compatible land use with larger public airports requirements), and therefore
would not be considered incompatible with a smaller scale private airstrip.
Impacts would be less than significant.
Mitigation Measures
No mitigation is required.
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Level of Significance After Mitigation
Impacts would be less than significant.
Impact HAZ-5. The proposed project would not impair
implementation of or physically interfere with an
adopted emergency response plan or emergency
evacuation plan.
It is expected that access to all roadways would be maintained during the
construction phase of the project. This would ensure that emergency response
personnel have adequate access to the site and surrounding area. Additionally, all
construction staging (for construction equipment and materials) and temporary
construction parking areas would be contained within the footprint of the project
site. This would eliminate any potential interference with emergency vehicles
during construction activities. Also, the proposed project would not include any
characteristics (e.g., permanent road closures) that would physically impair or
otherwise interfere with long-term emergency response or evacuation in the
project vicinity.
In addition, during construction activities, the proposed project would be required
to comply with the current Kern County Operational Area Hazardous Materials
Area Plan. This plan identifies responsibilities and provides coordination of
emergency response at the local level in the event of a hazardous materials
incident. Compliance with established procedures, rules, and regulations for
emergency response would reduce the impacts to less-than-significant levels.
Mitigation Measures
No mitigation is required.
Level of Significance After Mitigation
Impacts would be less than significant.
4.7.4.4 Cumulative Impacts
Cumulative projects with the potential to have a deleterious effect on the
proposed project are sites that are nearest the project footprint. A review of the
cumulative project list identified one site within 0.25 mile of the proposed
project, as shown in Table 3-4.
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Table 4.7-2. Hazardous Materials Cumulative Projects
Site Description Address Status
21,881 square foot
religious facility
8601 S H St Final building permit issued
Similar to those during implementation of the proposed project, activities related
to the construction of the religious facility mentioned above would likely involve
the routine transport, disposal, and handling of hazardous materials, and
intermittent use and transport of petroleum-based lubricants, solvents, fuels,
herbicides, and pesticides. However, it is expected that the project would not
involve “routine” transport, use, or disposal of hazardous materials typically used
in construction. Additionally, hazardous materials transport, disposal, and
handling are not expected to be part of typical operational activities at religious
facilities. Therefore, impacts would be less than significant and would not have
the potential to contribute to hazards associated with cumulative projects.
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Section 4.8
Hydrology and Water Quality
4.8.1 Introduction
This chapter discusses the impacts of the project with respect to hydrology and
water quality. It provides environmental setting information that is relevant to
hydrology and water quality for the vicinity, describes the hydrology and water
quality of the project area, lists the thresholds of significance that form the basis
of the environmental analysis, and assesses whether the project would result in
significant impacts with respect to hydrology and water quality.
4.8.2 Environmental Setting
4.8.2.1 Climate
The climate of the City of Bakersfield (City) is characterized as desert with long,
hot, dry summers, and brief, cool, moist (but not wet) winters. The average daily
temperature in the City ranges from 47.2 °F (degrees Fahrenheit) in December to
83.1 °F in July. Average monthly precipitation within the City ranges from 0 to
1.4 inches. About 90% of all precipitation falls from October through April.
Table 4.8-1 shows average total monthly and average total annual precipitation
and evapotranspiration1 rates (inches per month and inches per year, respectively)
in and around the project area (City of Bakersfield 2014).
1 Evapotranspiration is the loss of water from a vegetative surface through the combined processes of plant
transpiration and soil evaporation.
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Table 4.8-1. Average Annual Precipitation and Evapotranspiration
Month Average Total ETo a (in) Average Total Precipitation b (in)
January 1.22 0.98
February 2.20 1.05
March 3.66 0.94
April 5.67 0.61
May 7.44 0.39
June 8.15 0.11
July 8.67 0.02
August 7.81 0.01
September 5.67 0.08
October 4.03 0.26
November 2.13 0.53
December 1.22 0.85
TOTAL 57.87 5.83
Notes: a ETo data was collected from the California Irrigation Management Information
System - Station 125 Arvin-Edison (CIMIS 2014). The period of record for the data is
3/22/1995 to 07/01/2014. b Precipitation data was obtained from the Bakersfield WSO Airport, California
(040442) Station (Western Regional Climate Center 2015). The period of record for the
data is 10/1/1937 to 12/31/2005.
ETo = reference (or potential) evapotranspiration. ETo is an estimate of the water used
by a well-watered, full-cover grass surface, 8 to 15 centimeters in height (the reference
crop); therefore, it represents a conservative estimate.
in = inches
4.8.2.2 Regional Surface Water Resources
The project site is within the Kern River watershed within the larger Tulare Lake
Hydrologic Region.
Tulare Lake Basin
Tulare Lake Hydrologic Region is in the southern portion of the San Joaquin
Valley. The hydrologic region’s area is approximately 17,050 square miles (10.9
million acres), which includes all of King and Tulare counties and most of Kern
and Fresno counties. In the southern portion of the region, significant geographic
features include the lakebeds of the former Buena Vista/Kern and Tulare lakes,
composing the southern half of the region; the Coast Range to the west; the
Tehachapi Mountains to the south; and the southern Sierra Nevada to the east.
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Major rivers draining into the Tulare Lake region include the Kings, Kaweah,
Tule, and Kern rivers. Alterations of these rivers for agricultural purposes have
dramatically changed the region in the last century.
The Tulare Lake Hydrologic Region is separated into several hydrologic
subareas: the alluvial fans from the Sierra foothills and the basin subarea (in the
vicinity of the Kings, Kaweah, and Tule rivers and their distributaries); the
Tulare Lake bed; and the southwestern uplands. In the alluvial fan/basin subarea,
southwest- to south-flowing rivers, creeks, and irrigation canal systems convey
surface water originating from the Sierra Nevada. The dominant hydrologic
features in the alluvial fan/basin subarea are the Kings, Kaweah, Tule, and Kern
rivers and their major distributaries from the western flanks of the Sierras.
(Department of Water Resources 2013).
Kern River Watershed
Within the Tulare Lake Hydrologic Region, the Kern River watershed is the
largest drainage basin by area and produces the second-highest runoff. Drainage
originates in the Inyo and Sequoia national forests and Sequoia National Park and
flows south into Lake Isabella. Downstream of Isabella Dam, the river flows
southwest along the southern edge of the Greenhorn Mountains before emerging
from mountains east of Bakersfield. Downstream of Bakersfield, the river is
diverted through a series of canals and ditches to irrigate the farms of the
southern San Joaquin Valley and provide municipal water supplies to the City of
Bakersfield and surrounding areas. The mouth of the river is the Buena Vista
Lake Bed (Department of Water Resources 2013).
Local Surface Hydrology
The project site is currently undeveloped and unpaved. No natural streams or
rivers, either perennial or intermittent, cross the project site. However, as shown
in Figure 2-2, some water features are very close and/or adjacent to the project
site. The nearest water feature is the main branch of the Kern Island Canal
(approximately 80 feet to the east), which runs north-south and is adjacent and to
the east of South H Street. The Arvin-Edison Canal trends east-west
approximately 0.25 mile to the north of the project sit. The West Branch Canal
trends north-south within a residential area to the west of the project site. The
Kern River flows trends east-west and is approximately 6 miles north of the
project site. The Central Valley Regional Water Quality Control Board
(RWQCB) considers the Kern River and the various receiving water canals
(including the Arvin-Edison and Kern Island Canals) to be waters of the United
States (Central Valley RWQCB 2002). The Kern Island Canal has a direct
connection to waters of the United States at the Kern Island headgate (located in
the Panorama Vista Preserve), which is where Kern River water is diverted from
the river into the canal.
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The Kern Island Canal is an irrigation canal that primarily serves farmland
located on the Kern Lakebed, south of Bakersfield. It originates from a common
diversion of the Carrier Canal and Eastside Canal at Manor Street in Bakersfield
that originates from the Kern River. The canal eventually diverges into three
branches, known as the West, Central, and East branches, which terminate at the
Kern Lakebed.
The West Branch Canal is one of the three branches of the California Aqueduct,
which forms at a split with the East Branch in Southern Kern County. The West
Branch continues to head toward its terminus at Pyramid Lake and Castaic Lake
in the Angeles National Forest to supply the western Los Angeles basin. It passes
through parts of Kern and Los Angeles counties. The California Aqueduct is
operated by the State of California Department of Water Resources (DWR) and
conveys water from Northern California to Southern California, including Kern
County.
The Arvin-Edison Canal is owned and operated by the Arvin-Edison Water
Storage District (AEWSD). AEWSD is a Central Valley Project (CVP)
contractor; its current facilities were primarily constructed in the 1960s and are
based on the conjunctive use of surface water imported from the CVP, State
Water Project, Kings River, and groundwater resources that underlie most of
AEWSD. AEWSD owns wells that it uses to supply previously banked
groundwater to farms within its service area when surface water supplies are
deficient. The AEWSD Intake Canal takes deliveries from the multiple water
sources described above for ultimate delivery to its service area.
The Kern River is about 165 miles long and is the southernmost river in the San
Joaquin Valley. The Kern River is one of the few rivers in the Central Valley that
does not contribute water to the CVP; however, the Friant Kern Canal, a CVP
supplier, joins the river approximately 4 miles west of downtown Bakersfield.
Surface Water Quality
Historical land uses at the project site include agricultural production, but the site
is currently vacant land. Illegal dumping has occurred on the project site;
however, the project site is not listed as a hazardous materials site or waste
disposal site in any regulatory databases (Appendix I).
The Lower Kern River segment that flows through Bakersfield is not listed for
any impairments on the 303(d) list pursuant to the Clean Water Act (EPA 2011).
Beneficial uses designated by the State Water Resources Control Board
(SWRCB) for the Lower Kern River are Municipal and Domestic Supply
(MUN), Agricultural Supply (AGR), Industrial Service Supply (IND), Industrial
Process Water Supply (PROC), Hydropower Generation (POW), Water Contact
Recreation (REC-1), Noncontact Water Recreation (REC-2), Warm Freshwater
Habitat (WARM), Wildlife Habitat (WILD), Preservation of Rare and
Endangered Species (RARE), and Groundwater Recharge (GWR) (SWRCB
2004).
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Local Surface Water Supplies
Bakersfield’s sole source of surface water is the Kern River. The City acquired
historic water rights on the Kern River through its purchase of Tenneco’s Kern
River holdings in 1976. However legal proceedings between 1996 and 2007
investigated the potential forfeiture of appropriative Kern River water rights
owing to non-use. The Kern River was originally designated as a river with Fully
Appropriated Status by SWRCB in 1964. In February 2010, SWRCB issued an
order revising the status of the Kern River, finding that the river was no longer
fully appropriated (City of Bakersfield 2014). More information on surface water
supplies is provided in Section 4.11, Public Utilities and Services.
4.8.2.3 Regional Groundwater Resources
The groundwater sub-basin underlying Bakersfield is the Kern County sub-basin.
The Kern County sub-basin is one of the seven sub-basins within the San Joaquin
Valley Basin that transport, filter, and store water. The other sub-basins within
the San Joaquin Valley Basin are the Kings, Kaweah, Tulare Lake, Tule,
Westside, and Pleasant Valley sub-basins. In turn, the San Joaquin Valley Basin
is one of twelve groundwater basins that make up the Tulare Lake Hydrologic
Region. Four main rivers provide the majority of the surface water runoff for the
Region: the Kings, Kaweah, Tule, and Kern rivers.
The Kern County Groundwater sub-basin is bounded on the north by the Kern
County line and the Tule Groundwater sub-basin, on the east and southeast by
granitic bedrock of the Sierra Nevada foothills and Tehachapi Mountains, and on
the southwest and west by the marine sediments of the San Emigdio Mountains
and Coast Ranges. Principal rivers and streams include Kern River and Poso
Creek. Active faults include the Edison, Pond-Poso, and White Wolf faults.
Average precipitation values range from 5 inches at the sub-basin interior and
from 9 to 13 inches at the sub-basin margins to the east, south, and west. Natural
recharge is primarily from stream seepage along the eastern sub-basin and the
Kern River; recharge of applied irrigation water, however, is the largest
contributor. The Kern County sub-basin covers 3,040 square miles. This sub-
basin is described in detail in California’s Groundwater, Bulletin 118
(Department of Water Resources 2006).
Groundwater depth at the project site is 43 feet below ground surface, which is
shallower than the typical depth to groundwater (85 to 175 feet below ground
surface) found in the proposed project’s vicinity. This shallower groundwater
depth is likely due to seepage from the nearby Kern Island Canal (Krazan &
Associates 2008).
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Overdraft Conditions
The total water in storage is estimated to be 40,000,000 acre-feet, with dewatered
aquifer storage estimated to be 10,000,000 acre-feet. The average sub-basin
water level is essentially unchanged from 1970 to 2000, after experiencing
cumulative changes of approximately -15 feet through 1978, a 15-foot increase
through 1988, and an 8-foot decrease through 1997. However, net water level
changes in different portions of the sub basin were quite variable through the
period from 1970 to 2000. These changes ranged from increases of over 30 feet
at the southeast valley margin and in the Lost Hills/Buttonwillow areas to
decreases of over 25 and 50 feet in the Bakersfield area and McFarland/Shafter
areas, respectively (Department of Water Resources 2006)
Groundwater Extraction and Recharge
The Kern County sub-basin is not an adjudicated basin, which means a
Watermaster has not been appointed to oversee extraction rates and recharge in
the basin. Instead, the City manages its groundwater resources based on
measured and recorded recharge and banking operations. Sources of recharge to
the Kern County sub-basin include precipitation and runoff, Kern River channel
and canal seepage, and spreading/banking at the Kern Delta Water District’s
(KDWD) Kern Island recharge basins. Bakersfield’s Wholesale Water System
accurately monitors these activities on a daily basis and publishes an annual
report. Bakersfield’s Domestic Water Supply System accurately records
groundwater pumping and deliveries from surface water treatment plants. One of
the goals of water resources management is to limit groundwater extractions to
no more than the “safe yield” for the groundwater basin. “Safe yield” occurs
when the amount of water pumped from the basin is less than or equal to
replenishment of water into the basin.
Local Groundwater Supplies
The proposed project is within the service area of the Greenfield County Water
District (GCWD). GCWD obtains 100% of its water supply from groundwater
wells within its Domestic Water Service System area. This groundwater is the
seepage losses attributable to the diversion and delivery of Kern River water
through the portion of the Kern Island Main and Central canals lying within
GCWD’s sphere of influence.
Existing Groundwater Use
GCWD obtains 100% of its water supply from groundwater wells within its
Domestic Water Service System area. The sole source of water for GCWD is
groundwater in the form of canal seepage from the Kern River Canal. GCWD has
historically purchased and provided approximately 2,500 to 3,000 acre-feet per
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year of canal seepage water from the Kern Water District. Table 4.8-2 outlines
the historical water demand for the Greenfield Water District from 2002 to 2013.
For this period of record, 97% of demand was for residential uses.
Table 4.8-2. Historical Local Groundwater Usage 2002–2013
Year Acre-feet Gallons (Millions)
2002 1,291 421
2003 1,575 531
2004 1,925 627
2005 2,169 707
2006 2,492 812
2007 2,580 841
2008 2,560 834
2009 2,451 799
2010 2,282 744
2011 2,336 761
2012 2,566 836
2013 2,750 898
Groundwater demand has increased overall during this period, although there
was a decreasing trend of water use from 2007 to 2010. Both 2007 and 2008
were classified as critically dry years in the San Joaquin Valley, whereas 2009
and 2010 were classified as Below Normal and Above Normal Years. Water
conservation measures of GCWD customers and GCWD groundwater pumping
methods (e.g., reductions in pressure) were likely responsible for this brief
decline in water demand.
4.8.2.4 Dam Failure Inundation
In the event of failure of Isabella Dam, areas around metropolitan Bakersfield
would be flooded. According to maps developed by the U.S. Army Corps of
Engineers, Bakersfield would be inundated by 1 foot of water 6 to 8 hours
following a catastrophic dam breach. Maximum depth of inundation would occur
along the banks of the Kern River at depths greater than 30 feet (Kern County
2008).
4.8.2.5 Site Erosion Potential
Factors that affect the water erosion potential of a site include topography and
management, soil type and structure, and rainfall intensity.
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Areas with significant slopes are more susceptible to erosion because velocity of
runoff increases with greater slopes. As described in Section 4.5, Geology and
Soils, the surface soil is categorized as Kimberlina fine sandy loam, 0% to 2%
slopes. Therefore, the site does not have significant slopes that would contribute
to high erosion potential.
Because the site is mostly flat, runoff from the site likely mostly flows as sheet
flow. Erosion factor K indicates the susceptibility of a soil to sheet and rill
erosion by water. Values of K range from 0.02 to 0.69. The higher the value, the
more susceptible the soil is to sheet and rill erosion by water. The average K
factor for the site is 0.32, indicating the site is moderately susceptible to sheet
and rill erosion (USDA 2014).
The intensity, duration, and time of year of rainfall are the key factors in
assessing erosion potential. Some areas are more prone to erosive rains at critical
times (e.g., late summer) than others. However, as shown above in section
4.8.2.1, Climate, the highest precipitation in Bakersfield occurs during the
months of January, February, and March (USDA 2007).
4.8.3 Applicable Regulations
4.8.3.1 Federal Regulations
Clean Water Act
The Clean Water Act (CWA) is the primary federal law that protects the quality
of the nation’s surface waters, including lakes, rivers, and coastal wetlands. It
operates on the principle that all discharges into the nation’s waters are unlawful
unless specifically authorized by a permit. Permit review is the CWA’s primary
regulatory tool. The permits regulate the discharge of dredged and fill materials
(CWA Section 404), construction-related stormwater discharges (CWA Section
402), and activities that may result in the discharges of pollutants (CWA Section
401) into waters of the United States, which include oceans, bays, rivers, streams,
lakes, ponds, and wetlands.
Section 303(d) and Total Maximum Daily Loads
Under CWA Section 303(d) and California’s Porter-Cologne Water Quality
Control Act of 1969, the State of California is required to establish beneficial
uses of state waters and to adopt water quality standards to protect those
beneficial uses. Section 303(d) establishes the Total Maximum Daily Load
process to assist in guiding the application of state water quality standards,
requiring the states to identify streams whose water quality is “impaired”
(affected by the presence of pollutants or contaminants) and to establish the Total
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Maximum Daily Load, or the maximum quantity of a particular contaminant that
a water body can assimilate without experiencing adverse impacts. None of the
water bodies in the project vicinity are impaired per CWA Section 303(d).
Section 401—Water Quality Certification
Section 401 of the CWA requires that an applicant pursuing a federal permit to
conduct an activity that may result in a discharge of a pollutant obtain a Water
Quality Certification (or waiver). A Water Quality Certification requires the
evaluation of water quality considerations associated with dredging or placement
of fill materials into waters of the United States. Water Quality Certifications are
issued by one of the nine geographically separated RWQCBs in California.
Under the CWA, the RWQCB must issue or waive a Section 401 Water Quality
Certification for a project to be permitted under CWA Section 404.
Section 402—National Pollutant Discharge Elimination
System
The U.S. Environmental Protection Agency administers the National Pollutant
Discharge Elimination System (NPDES). In California, it authorizes the SWRCB
to oversee the NPDES program through the RWQCBs (see related discussion
under the section on the Porter-Cologne Water Quality Control Act, below). The
project site is under the jurisdiction of the Central Valley RWQCB.
NPDES General Permit for Construction Activities
Construction projects that disturb more than 1 acre of land are required to obtain
coverage under the statewide NPDES General Permit for Construction Activities
(Permit No. CAS000002). This permit requires the applicant to file a public
notice of intent to discharge stormwater and to prepare and implement a
Stormwater Pollution Prevention Plan (SWPPP). The SWPPP includes a site map
and a description of proposed construction activities, demonstration of
compliance with relevant local ordinances and regulations, and description of
best management practices (BMPs) that would be implemented to prevent soil
erosion and discharge of other construction-related pollutants that could
contaminate nearby water resources. Permittees are further required to conduct
annual monitoring and reporting to ensure that BMPs are correctly implemented
and effective in controlling the discharge of stormwater-related pollutants.
NPDES General Municipal Stormwater Permit
CWA Section 402 mandates programmatic permits for municipalities to address
stormwater discharges, which are regulated under the NPDES General Permit for
Municipal Separate Storm Sewer Systems (MS4) (MS4 Permit). Phase I MS4
regulations cover municipalities with populations greater than 100,000, certain
industrial processes, or construction activities disturbing an area of 5 acres or
more. Phase II (Small MS4) regulations require that stormwater management
plans be developed by municipalities with populations smaller than 100,000 and
construction activities disturbing 1 or more acres of land area.
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MS4 Permits require that cities and counties develop and implement programs
and measures to reduce the discharge of pollutants in stormwater discharges to
the maximum extent possible, including management practices, control
techniques, system design and engineering methods, and other measures as
appropriate. As part of permit compliance, these permit holders have created
stormwater management plans for their respective locations. These plans outline
the requirements for municipal operations, industrial and commercial businesses,
construction sites, and planning and land development. These requirements may
include multiple measures to control pollutants in stormwater discharge. During
implementation of specific projects under the program, project applicants will be
required to follow the guidance contained in the stormwater management plans
as defined by the permit holder in that location.
Discharges from Kern County’s MS4 and the City’s MS4 (collectively, the Co-
permittees) are regulated under Waste Discharge Requirements for the County of
Kern and the City of Bakersfield for Urban Storm Water Discharges, NPDES
Permit No. CA00883399, Order No. 5-01-130, issued June 14, 2001. Operational
compliance with NPDES would be regulated by the Kern County Standard Urban
Stormwater Mitigation Plan (SUSMP). The Kern County SUSMP and Design
Manual are described further below in section 4.8.3.3, Local Regulations.
4.8.3.2 State Regulations
Porter-Cologne Water Quality Control Act
The Porter-Cologne Water Quality Control Act, passed in 1969, acts in concert
with the federal CWA (see the section on the Clean Water Act above). It
established the SWRCB and divided the state into nine regions, each overseen by
an RWQCB. The Central Valley RWQCB is one of these nine regional boards
and regulates water quality control measures within the City. The SWRCB is the
primary state agency responsible for protecting the quality of the state’s surface
water and groundwater supplies, but much of its daily implementation is
delegated to the nine RWQCBs.
The Porter-Cologne Water Quality Control Act provides for the development and
periodic review of water quality control plans (basin plans) that designate
beneficial uses of California’s major rivers and groundwater basins and that
establish narrative and numerical water quality objectives for those waters. Basin
plans are primarily implemented by using the NPDES permitting system to
regulate waste discharges so that water quality objectives are met. Basin plans,
updated every 3 years, provide the technical basis for determining waste
discharge requirements, taking enforcement actions, and evaluating clean water
grant proposals. The Porter-Cologne Water Quality Control Act also assigns
responsibility for implementing CWA Sections 401, 402 and 303(d) to the
SWRCB and the nine RWQCBs. The Tulare Basin Plan governs water quality
matters in the Tulare Basin. Because the proposed project would comply with the
NPDES permitting system, it would not violate the Tulare Basin Plan.
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4.8.3.3 Sustainable Groundwater Management Act
On September 16, 2014 Governor Edmund G. Brown, Jr. signed historic
legislation to strengthen local management and monitoring of groundwater basins
most critical to the state’s water needs. The three bills, Senate Bill 1168 (Pavley),
Assembly Bill 1739 (Dickinson), and Senate Bill 1319 (Pavley), together make
up the Sustainable Groundwater Management Act (SGMA). The act will
establish phased requirements for high- and medium-priority basins to adopt
groundwater sustainability plans, depending on whether or not a basin is in
critical overdraft. It will require adoption of groundwater sustainability plans by
January 31, 2020, for all high- or medium-priority basins in overdraft condition
and by January 31, 2022 for all other high- and medium-priority basins unless
legally adjudicated or otherwise managed sustainably.
DWR implemented the California Statewide Groundwater Elevation Monitoring
(CASGEM) Program in response to legislation enacted in California’s 2009
Comprehensive Water package. As part of the CASGEM Program and pursuant
to the California Water Code (CWC §10933), DWR is required to prioritize
California groundwater basins, so as to help identify, evaluate, and determine the
need for additional groundwater level monitoring. The CASGEM Groundwater
Basin Prioritization Basin Score determined the Kern County Subbasin to be a
High Priority basin and to have an overall basin ranking score of 22.5. Basin
impacts used to determine this ranking are subsidence, overdraft, and water
quality degradation (Appendix D).
The SGMA established a new structure for managing California’s groundwater
resources at a local level. The SGMA requires, by June 30, 2017, the formation
of locally controlled Groundwater Sustainability Agencies (GSAs), which must
develop Groundwater Sustainability Plans in Bulletin 118-defined groundwater
basins or subbasins that were designated by DWR as medium or high priority. As
a result of the Kern County Subbasin’s high-priority basin status, a GSA will
need to be formed by local agencies for the subbasin, and DWR will need to be
notified by June 30, 2017. GCWD will likely be a member of the GSA, once it is
formed. Moreover, the project would be required to comply with any future
requirements that come from any adopted groundwater sustainability plan from
the locally established groundwater agency.
4.8.3.4 Executive Order B-29-15
On April 1, 2015, California Governor Edmund G. Brown, Jr. issued Executive
Order B-29-15 as part of the State of Emergency actions due to severe drought
conditions. The Order states that SWRCB shall impose restrictions to achieve a
statewide 25% reduction in potable urban water usage through February 28,
2016. These restrictions will require water suppliers to California’s cities and
towns to reduce usage compared to the amount used in 2013. These restrictions
should consider the relative per capita water usage of each water supplier’s
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service area, and require that those areas with high per capita use achieve
proportionally greater reductions than those with low use.
GCWD is considered to be a small water supplier (serving fewer than 3,000
connections), which are required to either reduce water use by 25%, or restrict
outdoor irrigation to no more than two days per week. These smaller urban
suppliers, that collectively serve less than 10% of Californians, must submit a
report on December 15, 2015 to demonstrate compliance (Appendix D).
4.8.3.5 Local Regulations
Kern County Standard Urban Stormwater Mitigation
Plan
The City combine resources with several other Kern County agencies and cities
through the Kern County Stormwater Program to comply with regulations set by
the CWA. The Kern County SUSMP is part of the County’s municipal
stormwater program to address pollution from new development and
redevelopment by the private sector. The SUSMP contains a list of minimum
required BMPs for designated projects that must be incorporated into project
plans by developers. The proposed project is subject to the SUSMP requirements
(Central Valley RWQCB 2002).
The City is one of the permittees under the primary Kern County NPDES permit
(Municipal Stormwater Discharge Permit No. CA00883399), and projects in the
City are subject to the SUSMP requirements (Central Valley RWQCB 2002).
The Kern County SUSMP requirements are met within the City of Bakersfield
through the implementation of the City’s Design Manual (Chapter 2.1, General)
(City of Bakersfield 1989).
City of Bakersfield Standards for Drainage
As noted above, the City satisfies the SUSMP requirements under the Kern
County NPDES permit (Municipal Stormwater Discharge Permit No.
CA00883399) through implementation of the City’s Design Manual (Chapter
2.1, General) (City of Bakersfield 1989).
The general purpose of the standards is to convey and dispose of water generated
by storms, springs, or other sources in such a manner that adjacent
improvements, existing or projected, would be free of impacts from 10-, 25-, or
100-year storm events. The standards require that all development be designed so
as not to increase the flow of water onto adjacent properties except as otherwise
provided by the standards. Increased flow is permissible by the standards if the
City Engineer finds that the developer has furnished downstream facilities of
adequate design. The standards require that water be received and discharged at
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locations that existed prior to development, unless diversion is required as part of
a comprehensive drainage plan. If the latter is required, sufficient design
modifications are required by the standards to provide all affected properties with
the predevelopment flood protection levels. Alternatives to the design standards
are permissible under the standards and may be allowed by the City Engineer if
the case’s circumstances reasonably require such to satisfy public interest and if
they remain in conformity with the general objectives of the standards. All
drainage facilities other than those accepted for maintenance by the City must be
maintained by an entity with taxing powers. The standards require that such an
entity be established prior to recordation of the final map, at the expense of the
subdivider (City of Bakersfield 1989).
Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan (MBGP) contains a water resources
section in its Conservation Element and a storm drainage section in its Public
Services and Facilities element (City of Bakersfield and Kern County 2002). The
MBGP sets forth goals and polices related to fundamental water resource issues
in the Metropolitan Bakersfield area. The following goals and polices from the
MBGP are applicable to the proposed project:
conserve and augment the available water resources of the planning area;
assure adequate groundwater resources remain available to the planning area;
assure that adequate surface water supplies remain available to the planning
area;
continue cooperative planning for and implementation of programs and
projects, which will resolve water resource deficiencies and water quality
problems;
protect planning area groundwater resources from further quality
degradation; and
ensure the provision of adequate storm drainage facilities to protect planning
area residents from flooding resulting from stormwater excess.
Kern County Groundwater Ordinance
The Kern County Groundwater Ordinance is a state policy to facilitate the
transport and transfer of water and water rights where consistent with the public
welfare of the place of export. This ordinance only applies to the counties “native
groundwater.” “Native groundwater” does not include water that is recharged by
artificial means, including water recharged through groundwater banking
programs, and originates outside Kern County and its watershed areas (Kern
County 1998).
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4.8.4 Impacts and Mitigation
4.8.4.1 Methodology
Impacts related to hydrology, water quality, and water resources were assessed
based on technical reports prepared for the proposed project, other available data
(e.g., maps, soil surveys), and professional judgment.
Potential impacts resulting from implementing the proposed project were
analyzed by comparing existing conditions, as described in section 4.8.2,
Environmental Setting, with conditions during construction and/or operation and
maintenance of the project. The analysis assesses the direct, indirect, short-term,
and long-term impacts related to surface hydrology, flood hazards, groundwater
recharge, and surface and groundwater quality as described below.
Surface Water Hydrology: The surface water hydrology impact analysis
considered potential changes in the physical characteristics of water bodies,
impervious surfaces, and drainage patterns throughout the project area as a result
of project implementation.
Groundwater Recharge: Impacts on groundwater recharge were assessed by
comparing existing sources of recharge with recharge capabilities following
project implementation. Recharge is determined by the ability of water to
infiltrate into the soil.
Surface and Groundwater Quality: Impacts of the proposed project on surface
water and groundwater quality were analyzed using existing information on
existing water quality conditions (i.e., 303(d)-listed water bodies). These
conditions were then compared to conditions under the proposed project for
potential project-related sources of water contaminants generated or inadvertently
released during project construction (e.g., sediments, fuel, oil, concrete) and
operation. The potential for water quality objectives to be exceeded and
beneficial uses to be compromised as a result of the proposed project was also
considered.
Flood Hazards: The impact analysis for flood risk was conducted using Federal
Emergency Management Agency National Flood Insurance Program maps to
determine whether the project area overlaps with existing designated 100-year
and 200-year floodplains.
4.8.4.2 Criteria for Determining Significance
Criteria for determining the significance of impacts related to hydrology and
water quality are based on criteria contained in Appendix G of the State CEQA
Guidelines. The proposed project could have a significant impact on the
environment if it would result in any of the following.
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a) Violate any water quality standards or waste discharge requirements.
b) Substantially deplete groundwater supplies or interfere substantially with
groundwater recharge, resulting in a net deficit in aquifer volume or a
lowering of the local groundwater table level (e.g., the production rate of pre-
existing nearby wells would drop to a level that would not support existing
land uses or planned uses for which permits have been granted).
c) Substantially alter the existing drainage pattern of the site or area, including
through the alteration of the course of a stream or river, in a manner that
would result in substantial erosion or siltation onsite or offsite.
d) Substantially alter the existing drainage pattern of the site or area, including
through the alteration of the course of a stream or river, or substantially
increase the rate or amount of surface runoff in a manner that would result in
flooding onsite or offsite.
e) Create or contribute runoff water that would exceed the capacity of existing
or planned stormwater drainage systems or provide substantial additional
sources of polluted runoff.
f) Otherwise substantially degrade water quality.
g) Place housing within a 100-year flood hazard area, as mapped on a federal
Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard
delineation map.
h) Place within a 100-year flood hazard area structures that would impede or
redirect floodflows.
i) Expose people or structures to a significant risk of loss, injury, or death
involving flooding, including flooding as a result of the failure of a levee or
dam.
j) Contribute to inundation by seiche, tsunami, or mudflow.
Thresholds g, h, and j were evaluated during the initial study process and were
determined to result in no impacts related to placing housing within a 100-year
flood hazard area, placing structures within a 100-year flood hazard area, and
contributing to inundation by seiche, tsunami, or mudflow, respectively. As such,
these impacts are not further evaluated below. For a detailed discussion of these
impacts, refer to Appendix A.
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4.8.4.3 Project Impacts
Impact WQ-1. The proposed project would violate water
quality standards or waste discharge requirements.
The proposed project could potentially violate water quality standards and waste
discharge requirements. The project site encompasses approximately 85 acres,
and the project could discharge new urban pollutants from the site.
Construction
During construction, the project could result in an increase in surface water
pollutants such as sediment, oil and grease, and miscellaneous wastes from
construction activities. Water quality would be temporarily affected if disturbed
sediments were discharged via existing stormwater collection systems. Increased
turbidity resulting from construction-related sediment discharge can introduce
compounds toxic to aquatic organisms, increase water temperature, and stimulate
the growth of algae.
The delivery, handling, and storage of construction materials and wastes, along
with use of construction equipment, could also introduce the risk of stormwater
contamination. Staging areas or building sites can be sources of pollution because
of the use of paints, solvents, cleaning agents, and metals during construction.
Impacts associated with metals in stormwater include toxicity to aquatic
organisms, such as bioaccumulation, and the potential contamination of drinking
supplies. Pesticide use (including herbicides and fungicides) associated with site
preparation work (as opposed to pesticide used for landscaping) is another
potential source of stormwater contamination during construction. Pesticide
impacts on water quality include toxicity to aquatic species and bioaccumulation
in larger species. Larger pollutants, such as trash, debris, and organic matter, are
additional pollutants that could be associated with construction activities. Impacts
include health hazards and aquatic ecosystem damage associated with bacteria,
viruses, and vectors and physical changes to the aquatic ecosystem. Without
BMPs installed and/or followed, construction impacts on water quality would be
potentially significant and could lead to exceedance of water quality objectives or
criteria.
Construction at the project site would disturb more than 1 acre. Therefore, the
preparation and implementation of a SWPPP would be required, in accordance
with the General Construction Permit. The SWPPP would list BMPs that would
be implemented to protect stormwater runoff and include monitoring of BMP
effectiveness. At a minimum, BMPs would include practices to minimize the
contact of construction materials, equipment, and maintenance supplies (e.g.,
fuels, lubricants, paints, solvents, adhesives) with stormwater. The SWPPP
would specify properly designed, centralized storage areas that keep these
materials out of the rain. If grading must be conducted during the rainy season,
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the primary BMPs selected would focus on erosion control (i.e., keeping
sediment on the site).
The SWPPP would specify BMPs to ensure that water quality standards or waste
discharge requirements are not violated. BMPs selected would be designed to
comply with the requirements of the Central Valley RWQCB and would be
subject to review and approval by the City. BMPs during construction may
include but not be limited to the following:
Silt fence
Fiber roll
Street sweeping and vacuuming
Stockpile management
Vehicle and equipment maintenance
Erosion control mats and spray-on applications
Desilting basin
Gravel bag berm
Sandbag barrier
Spill prevention and control
Concrete waste management
Water conservation practices
Such measures are routinely developed for construction sites and are proven to be
effective in reducing pollutant discharges from construction activities.
Implementation of the SWPPP during construction would ensure water quality
objectives, standards, and wastewater discharge thresholds would not be violated.
The SWPPP would be prepared by the project applicant and approved by the City
prior to commencement of construction activities. As selection of the appropriate
BMPs is a standard process of the engineering review and grading plan approval,
impacts from construction on water quality would be less than significant, and no
mitigation is required for construction impacts.
Operation
Operations of the project would create concentrated mixed-use commercial and
high-density residential centers surrounded by medium-density residential uses
on previously undeveloped, pervious surfaces. This would significantly alter the
land use at the site. Site runoff likely would be typical of other urban areas and
contain pollutants such as household chemicals, landscaping fertilizers, trash,
heavy metals, and other substances. Furthermore, site operations would introduce
more vehicles to the site, which could increase the potential for vehicle-related
pollutants to build up on impervious surfaces and discharge in runoff when the
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wet season begins. Periodic use of pesticides (including herbicides and
fungicides) for landscaping could introduce additional pollutants.
New storm drains constructed for the project likely would be discharged to an
onsite detention and infiltration facility. With compliance with the Kern County
MS4 Permit, as well as with City and Kern County stormwater requirements,
good housekeeping and stormwater management and treatment design BMPs
would be implemented during operation, and the use of vegetation and other
landscaped areas would assist in reducing the potential for pollutants to be
discharged to onsite storm drains. The proposed project would not violate any
water quality standards or waste discharge requirements. Therefore, the project’s
operational impacts would be less than significant with implementation of
Mitigation Measure MM WQ-1.
Mitigation Measures
MM WQ-1. Prior to the issuance of grading permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
(a) Stormwater Management and Design. The project proponent shall
coordinate with the City of Bakersfield Public Works Department to design
the project to ensure that all project runoff can be accommodated by the
receiving stormwater system. Design elements shall include, if needed, onsite
stormwater management measures, such as onsite detention or selected
upgrades to the receiving system. Onsite stormwater management facilities
shall be designed and constructed to capture runoff and provide treatment
before discharge of pollutant-generating surfaces, including parking areas
and buildings and in compliance with City of Bakersfield design standards.
Level of Significance After Mitigation
Impacts would be less than significant.
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Impact WQ-2. The proposed project would
substantially deplete groundwater supplies or interfere
substantially with groundwater recharge, resulting in a
net deficit in aquifer volume or a lowering of the local
groundwater table level (e.g., the production rate of
pre-existing nearby wells would drop to a level that
would not support existing land uses or planned uses
for which permits have been granted).
Construction
The depth to shallow groundwater within the project site is at least 43 feet below
ground surface. Excavation for the project would be required for installation of
utilities, building foundation, and other infrastructure. However, these features
would not require deep excavation; therefore, potential groundwater dewatering
during construction would be unlikely to occur. If dewatering is necessary, it
would be conducted according to the proper regulations and permit requirements
from the City, Kern County, and/or Central Valley RWQCB.
In addition, potential use of groundwater during construction for dust control,
concrete pouring, and other activities would be minimal and temporary, and
therefore would not result in groundwater depletion.
As a result, there would be no impact on groundwater resources from
construction dewatering or use, and impacts on groundwater supplies during
construction would be less than significant.
Operation
Groundwater recharge may be affected by the proposed project. The proposed
project would add approximately 800,000 square feet of leasable commercial
space and associated parking lots and internal drives on approximately 85 acres,
which could potentially interfere with groundwater recharge by decreasing the
amount of pervious surfaces on the site. The site would be converted from 100%
pervious to approximately 78.5% impervious.
Existing Kern County stormwater regulations require that new developments in
the Bakersfield metropolitan area that cannot be served by the existing MS4
include retention basins to contain and infiltrate runoff from the development. If
new developments can be served by the existing MS4 retention basins, then
storm water would be discharged through the existing MS4 retention basins.
Retentions ponds are designed to be separate from local groundwater supplies to
prevent movement of dissolved pollutants from surface water to groundwater
sources.
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The project would not be served by MS4 retention basins, and therefore runoff
from the site would be infiltrated and the project would not interfere substantially
with groundwater recharge. The proposed project would treat onsite stormwater
runoff in an onsite infiltration basin, which would help recharge the underlying
groundwater aquifer. Low-impact development stormwater treatment methods
for water quality would also be required to ensure infiltrated groundwater would
not cause underlying groundwater to exceed water quality objectives or adversely
affect beneficial uses.
Groundwater aquifer supplies may be affected by operation of the proposed
project and the project may be subject to future requirements that come from any
adopted groundwater sustainability plan from the locally established GSA
pursuant to the SGMA. GCWD would use pumped groundwater to meet the
project’s water demands. According to the Draft Project WSA, the project
groundwater demand is anticipated to be 376.4 acre-feet per year, or
approximately 12.6% of the anticipated total system demand of 3,346 acre-feet
per year in 2015 (including the proposed project). Project demands would be met
through GCWD’s existing groundwater rights from native aquifer supplies, as
well Mr. John Giumarra’s overlying groundwater rights for the same aquifer that
will be pumped from GCWD wells (Page 1 of Appendix D). An Agreement for
Overlying Lands would be executed, in which GCWD acts as an agent, to allow
GCWD to utilize Mr. Giumarra’s Overlying Groundwater Rights as a landowner,
and which would then require new wells to be drilled. District demands would
also continue be met with pumping native groundwater, which GCWD has been
using to serve its existing customers based on existing groundwater rights. To
ensure water supply reliability during single dry year or multiple dry years,
GCWD will use its storage reserve of canal seepage water from KDWD. As part
of an Urban Customer Service Agreement, GCWD receives 100% of the surface
water seepage losses from the Kern Island Canal system as groundwater recharge
and to maintain groundwater aquifer levels. This water would be used only
during times of water shortages (Appendix D).
Although there would be sufficient water supplies for the project and the GCWD
service area as indicated by the WSA (Appendix D), given the current drought
conditions and the reasonably foreseeable continued stress on available water, the
project would implement Mitigation Measure MM WQ-2 (a), Water-Efficient
Design Measures, which would help reduce the total water demand identified in
the WSA. Should LAFCO deny the annexation into GCWD’s service area,
however, an alternative water supply sufficient for the life of the project must be
identified and secured for the project, and would require approval from the
alternative water supplier and the City, as required by MM WQ-3. Other options
may include connecting with City lines on the west side of SR-99 or to California
Water Service Company (Cal Water) to the north, which in the case of Cal Water
would also require a service area expansion.
Therefore, with construction and operation of an infiltration basin for recharge,
installation of water-efficient infrastructure, and an agreement with KDWD for
additional water supplies, groundwater depletion would be avoided, and impacts
on groundwater recharge and supplies would be less than significant after MM
WQ-2 is incorporated.
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Mitigation Measures
MM WQ-2. Prior to the issuance of building permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate that
the project has been designed in compliance with the following:
(a) Water-Efficient Fixtures (Outdoor). The project shall use water-efficient
fixtures and recirculated or recycled water (where available) and water-
efficient irrigation systems with rain detection/soil moisture–sensing devices.
Water features such as outdoor fountains, if used, shall be designed to
minimize water loss from overspill, evaporation, and percolation and shall be
recirculated.
(b) Water-Efficient Fixtures (Indoor). The project shall use water-efficient
fixtures including showerheads with 1.5 gallons per minute or better, toilets
with 1.28 gallons per flush or better, urinals with 0.5 gallon per flush or
better, and lavatory faucets with 0.8 gallon per minute or better. Toilets
should also use dual-flush. No single-pass cooling systems shall be installed.
Additionally, the project proponent shall incorporate the use of water
recycling or reuse measures (gray water and process recycling systems) in
suitable indoor applications wherever feasible. Feasibility that relies on cost
shall be demonstrated with a complete budget to be considered a cause for
infeasibility.
(c) Drought-Tolerant Landscaping. All landscaping shall be drought-tolerant
(i.e., low-water demand) and native/adapted/non-invasive plant species in
accordance with the appropriate climate zone such as described in the New
Sunset Western Garden Book, and shall be subject to approval by the City of
Bakersfield.
WQ-3. Water Supply Alternatives. Prior to issuance of grading/building
permits, the project proponent will (1) achieve annexation of the remaining
portion of the site to the Greenfield County Water District; and (2) surrender
Overlying Groundwater Rights as a part of the annexation process. If annexation
cannot be achieved, the project proponent shall demonstrate an alternative supply
of water sufficient to serve the life of project, with the alternative means to be
approved by the City of Bakersfield and the water supplier.
Level of Significance After Mitigation
Impacts would be less than significant.
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Impact WQ-3. The proposed project would not
substantially alter the existing drainage pattern of the
site or area, including through the alteration of the
course of a stream or river, in a manner that would
result in substantial erosion or siltation onsite or
offsite.
Erosion is a group of natural processes, including weathering, dissolution,
abrasion, corrosion, and transportation, by which material is worn away from the
Earth’s surface. Siltation is sediment suspended in stagnant water or carried by
moving water, which often accumulates on the bottom of rivers, bays, and other
water bodies. Alteration of drainage patterns can increase the rate of erosion by
increasing the volume or velocity of runoff.
Construction
Construction activities have the potential to alter existing drainage and result in
substantial erosion on or off site. However, BMPs, such as erosion control
measures, would be put in place during construction of storm drains in areas of
land disturbance to prevent erosion and sediment transport from excavated soils
and fill materials. See Impact WQ-1 for a discussion of potential construction-
related erosion impacts and methods to reduce these impacts. Therefore, impacts
related to the alteration of existing drainage patterns during construction, which
would result in erosion, would be less than significant.
Operation
The existing drainage patterns would be altered through the construction of new
urban development and conversion of the site from mostly pervious to mostly
impervious, but the project would not alter the course of a stream or river.
Increased stormwater velocity as a result of increased impervious surface area
has the potential to cause erosion or siltation downstream. However, all
development within the City is required by ordinance to comply with an
approved drainage plan that avoids onsite and offsite flooding, erosion, and
siltation issues.
The following low-impact development measures would be implemented to
reduce stormwater volume and velocity and thus reduce erosion potential.
Vegetated swales
Infiltration basin
Therefore, with implementation of prescribed low-impact development design
measures, impacts would be less than significant.
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Mitigation Measures
No mitigation is required.
Level of Significance After Mitigation
Impacts would be less than significant.
Impact WQ-4. The proposed project would not
substantially alter the existing drainage pattern of the
site or area, including through the alteration of the
course of a stream or river, or substantially increase
the rate or amount of surface runoff in a manner that
would result in flooding onsite or offsite.
Construction
Use of vehicles and equipment during construction would not impede or redirect
drainage flows to create flooding conditions. Moreover, BMPs would be required
during construction to ensure the drainage system stays operational and is not
altered significantly from the existing condition, which would ensure water
volumes and velocities from construction-related water use and from a storm
event would be accommodated. Consequently, impacts related to the alteration of
existing drainage patterns during construction, which would result in flooding,
would be less than significant.
Operation
The existing drainage pattern on the site would be substantially altered through
the construction of new urban development. The proposed project would increase
the amount of impermeable surfaces on the project site and thereby increase the
amount of stormwater runoff, but the project would not alter the course of a
stream or river. An increased rate or amount of stormwater runoff from the
increase in impervious surface area at the project site would be managed by the
inclusion of the following stormwater management features.
Onsite infiltration basin to manage stormwater runoff, prevent flooding, and
improve water quality.
Vegetated swales, grass filter strips, and/or bio-retention basins to reduce
stormwater volume and velocity.
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Therefore, potential for flooding on site or off site would be low, and impacts
related to flooding would be less than significant.
Mitigation Measures
No mitigation is required.
Level of Significance After Mitigation
Impacts would be less than significant.
Impact WQ-5. The proposed project would not create or
contribute runoff water that would exceed the capacity
of existing or planned stormwater drainage systems or
provide substantial additional sources of polluted
runoff.
Construction
Implementation of the SWPPP would include several BMPs (examples of which
are discussed under Impact WQ-1), which would slow onsite runoff and ensure
that the available capacity of the existing stormwater facilities would be
sufficient for the small increase in BMP-treated runoff water. Therefore,
construction of the proposed project would not create or contribute to runoff
water that would exceed the available capacity of existing stormwater drainage
systems. Impacts related to construction would be less than significant.
Operation
The project site is covered completely by permeable soils. The proposed project
would substantially increase the amount of impermeable surfaces on the project
site by constructing commercial structures and parking lots and could contribute
to increased sources of polluted runoff during wet weather conditions from urban
pollutants, including trash, debris, rubber, greases, oils, and other vehicular fluids
that leak on surface parking areas.
As discussed above, low-impact development treatment measures, such as
vegetated swales and an onsite infiltration basin, would be incorporated into the
design of the site to treat stormwater and reduce stormwater velocity before
discharge to storm detention facilities for infiltration. Therefore, operation of the
proposed project would not exceed the capacity of storm drainage facilities, and
impacts related to polluted runoff would be less than significant.
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Mitigation Measures
No mitigation is required.
Level of Significance After Mitigation
Impacts would be less than significant.
Impact WQ-6. The proposed project would not
otherwise substantially degrade water quality.
See Impact WQ-1 for a discussion of construction impacts on water quality and
violations of water quality objectives and standards. Other construction water
quality impacts could include those that result from wetland dredge and fill.
However, no wetland dredge or fill would be required to construct the proposed
project. Therefore, similar to Impact WQ-1, this impact would be less than
significant.
Mitigation Measures
No mitigation is required.
Level of Significance After Mitigation
Impacts would be less than significant.
Impact WQ-7. The proposed project would not expose
people or structures to a significant risk of loss, injury,
or death involving flooding, including flooding as a
result of the failure of a levee or dam.
Dam failures are rated as a low-probability, high-loss event. The project site is
approximately 39 miles southwest of Lake Isabella and within the dam failure
inundation zone. According to the U.S. Army Corps of Engineers, the
Bakersfield area would be inundated with 1 foot of water 6 to 8 hours following a
catastrophic dam breach, and maximum depths could reach 5 to 10 feet at the
project site. However, an emergency evacuation plan is in place for the Isabella
Dam and would be implemented in the event that the dam fails.
While a failure of Isabella Dam could expose people or structures to a risk of
loss, injury, or death at the site, these risks would not be a result of the project,
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and the lead time of 6 to 8 hours would be sufficient to evacuate the site prior to
inundation. Furthermore, implementation of evacuation plans contained in the
MBGP Update Environmental Impact Report (City of Bakersfield 2002) would
reduce this impact to a less-than-significant level.
Mitigation Measures
No mitigation is required.
Level of Significance After Mitigation
Impacts would be less than significant.
4.8.4.4 Cumulative Impacts
Water Quality
Development of the proposed project and other development within Bakersfield
would potentially degrade stormwater quality by contributing pollutants during
construction and operation. Stormwater quality varies according to surrounding
land uses, impervious surface area, and topography, as well as the intensity and
frequency of rainfall or irrigation. Runoff can contain grease, oil, and metals
accumulated in streets and driveways, as well as sediment and other particulates,
animal waste, pesticides, herbicides, fertilizer, and trash.
Cumulative development could affect water quality if the land use change, the
intensity of land use changes, and/or drainage is altered such that the introduction
of pollutants to surface water or groundwater is facilitated. Land use changes
would potentially alter the type and concentration of pollutants in stormwater
runoff, and increased intensity of land use would potentially increase pollutant
concentrations. The most common sources of stormwater pollutants in urban
areas are from construction sites, streets, parking lots, large landscaped areas, and
household and industrial materials dumped into storm drains.
The combined effects on water quality from the proposed project and other
projects in Bakersfield could result in a cumulatively significant impact.
However, new projects within the City are subject to the requirements of the
Municipal National Pollutant Discharge Elimination System Permit, the
Construction General Permit, and the City’s municipal codes as they relate to
water quality; these regulatory requirements have been designed to be protective
of water quality. Additionally, development projects would be subject to an
environmental review process, which would identify potential site- and/or
project-specific water quality impacts and mitigate for any potential significant
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impacts. Therefore, there would be a less-than-significant cumulative impact on
water quality as a result of proposed project implementation.
Groundwater
Development of the proposed project and other development within Bakersfield
would potentially decrease recharge to groundwater aquifers and cause overdraft
in aquifers from insufficient supply. However, most of the surrounding area is
developed and therefore cumulative projects are likely redevelopment or infill
projects in urbanized areas where recharge does not occur. Cumulative
development would not be expected to substantially increase the amount of
impervious surfaces, so groundwater recharge potential from percolating rainfall
would not be adversely affected, and indirect lowering of the local groundwater
table is not likely to occur.
Cumulative projects within the Greenfield County Water District service area
would result in greater demand for groundwater. Any project that would be
subject to Senate Bill (SB) 610 would be required to complete a Water Supply
Assessment to determine if there is sufficient water supply for the next 20 years.
Any water demand for cumulative projects not subject to SB 610 is assumed not
to be cumulatively considerable and is part of the smaller water demands
associated with regional water planning. Therefore, with implementation of SB
610, the proposed project’s contribution to cumulative groundwater overdraft
impacts would not be cumulatively considerable, and there would be a less-than-
significant cumulative impact.
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Section 4.9
Land Use and Planning
4.9.1 Introduction
This section addresses the proposed project’s impacts on existing and
surrounding uses, as well as the proposed project’s consistency with applicable
land use policies and development regulations that control allowable land uses,
development intensity, and development standards. New development can result
in physical impacts on the environment and affect the character of an area. The
land use and planning analysis discusses the proposed project’s potential to result
in adverse physical environmental impacts that would occur if the proposed
project is deemed incompatible with surrounding development or land use
patterns, or if the proposed project is inconsistent with plans and policies that
have jurisdiction over the project site.
The proposed project’s potential to physically divide an established community
was previously found to be less than significant in the Initial Study/Notice of
Preparation (IS/NOP) (Appendix A), and is not further addressed in this section.
4.9.2 Environmental Setting
4.9.2.1 Project Site Conditions
The project site has historically been cultivated for a variety of seasonal crops.
Based on historic aerial photographs, the project site has been associated with
agricultural operations from as early as 1946 until 2006, when it became vacant
(BSK Associates 2014). As of the publication of the NOP for the Draft
Environmental Impact Report (DEIR), which establishes the baseline for impact
analysis pursuant to the California Environmental Quality Act (CEQA), the
project site remains vacant and unused for any other purpose. There are no
structures on the project site except for an abandoned irrigation well at the
northern boundary.
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4.9.2.2 Surrounding Land Uses
Development extending south from the City of Bakersfield (City) has reached the
project vicinity. The project site is adjacent to vacant land to the north and south
and residential development to the west and east. Table 3-1 in Chapter 3, Project
Description and Environmental Setting, summarizes characteristics of the
currently developed and vacant land adjacent to the project site at the time the
project’s NOP was circulated to the agencies and the general public. Existing
land uses beyond the vacant property to the north include a CarMax facility, a
Walmart Super Center, and a Lowe’s Home Improvement store. A Vallarta
Supermarket and Greenlawn Mortuary and Cemetery are located to the northeast
and northwest of the project site, respectively. Properties to the east of the project
site and South H Street (and adjacent to the Kern Island Canal) contain existing
residential developments. Land to the south is currently vacant. State Route (SR)
99 borders the entire project site’s western perimeter, with single-family
residential and general commercial to its west. Local features are shown in
Figure 3-3 in Chapter 3, Project Description and Environmental Setting.
4.9.3 Applicable Regulations
The surrounding project vicinity is within the incorporated City limits and land
use decisions fall within the jurisdiction of the Metropolitan Bakersfield General
Plan (MBGP) and the City of Bakersfield Zoning Ordinance. The existing
planning and zoning programs that are applicable to the project site are discussed
below.
4.9.3.1 Metropolitan Bakersfield General Plan
Development and land use decisions within the City are guided by the MBGP,
which covers approximately 408 square miles. The MBGP is a jointly adopted
plan by both the City and Kern County. The MBGP planning area is bound on
the south by Bear Mountain Boulevard, on the east by Edison and Tower Line
Roads, and on the west generally by Enos Lane and Interstate 5. The northern
boundaries of the MBGP area trend east-west approximately 0.25 mile north of
7th Standard Road, and continue east through the central portion of the Kern
River Oil Field until they terminate near the Sequoia National Forest along SR
178.
Existing and Proposed Land Use Designations
The project site is in an area that is designated for a variety of land uses,
including low-density residential (LR), low-medium density residential (LMR),
high-medium density residential (HMR), and general commercial (GC). The
MBGP land use designations that currently apply to the site are LR, LMR, HMR,
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and GC (Figure 3-4 in Chapter 3, Project Description and Environmental
Setting), which are defined as follows:
(LR) Low-Density Residential: Areas developed with less than or equal to
7.26 dwelling units per net acre consisting of single-family detached housing,
typical of tract developments.
(LMR) Low-Medium-Density Residential: In the City, areas with greater
than 4.0 and less than or equal to 10.0 dwelling units per net acre composed
largely of attached, single-family townhomes, duplexes, and zero lot line
developments. May apply to small multiple-family structures, such as
triplexes, and mobile home parks that require a full array of urban services.
(HMR) High-Medium-Density Residential: In the City, areas with greater
than 7.26 and less than or equal to 17.42 dwelling units/net acre.
(GC) General Commercial: Maximum floor area ratio1 (FAR) of 1.0, and
four stories tall (for retail and service facilities that provide a broad range of
goods and services, which serve the day-to-day needs of nearby residents).
MBGP land use designations surrounding the project site include GC to the
north; LR to the east and the south; and GC, LMR, and LR to the west of the
project site and the adjacent SR 99.
The proposed project requests approval of a general plan amendment (GPA) to
designate the entire project site as GC (a portion of the project site is already
designated GC). The proposed GPA would change those portions of the site
designated LR, LMR, and HMR to:
(GC) General Commercial: A maximum FAR of 1.0 and 4 stories tall (for
retail and service facilities that provide a broad range of goods and services,
which serve the day-to-day needs of nearby residents) (City of Bakersfield
and Kern County 2002).
Relevant General Plan Goals and Policies
The MBGP also contains goals, policies, and implementation measures for land
uses in the planning area. Goals represent the direction that the City and Kern
County believe that development in the planning area should take. Policies set a
specific direction and guide actions based on the goals. The proposed project’s
consistency with these goals and policies is summarized under Impact LUP-1.
The applicable MBGP land use element goals and policies include the following:
Goal 1. Accommodate new development which captures the economic
demands generated by the marketplace and establishes Bakersfield’s role as
the capital of the southern San Joaquin Valley.
1 FAR is defined for commercial land use in the MBGP (City of Bakersfield and Kern County 2002) as gross building area
divided by net parcel area.
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Goal 2. Accommodate new development which provides a full mix of uses to
support its population.
Goal 3. Accommodate new development which is compatible with and
complements existing land uses.
Goal 4. Accommodate new development which channels land uses in a
phased, orderly manner and is coordinated with the provision of
infrastructure and public improvements.
Goal 6. Accommodate new development that is sensitive to the natural
environment, and accounts for environmental hazards.
Goal 7. Establish a built environment which achieves a compatible functional
and visual relationship among individual buildings and sites.
Policy 15. Allow for the development of a variety of commercial
centers/corridors which are differentiated by their function, intended users
and level of intensity, including convenience centers serving local residential
neighborhoods, sub-regional centers which serve groupings of
neighborhoods, and major regional centers which serve the planning area and
surrounding areas.
Policy 16. Allow for the development of a variety of commercial uses,
including those which serve residents (groceries, clothing, etc.), highway
users, and tourist-visitors.
Policy 18. Require all new commercial designations be assigned to sites
where the aggregate of all contiguous parcels designated for commercial use
is no less than five (5) acres, except for approved specific plans, parcels to be
developed for highway-oriented service uses at freeway on- and off-ramps,
or where physical conditions are such that commercial is the only logical use
of the property.
Policy 20. The depth of new commercial development shall be at least half
the length of the street frontage. Exceptions may be made where existing
development or physical constraints provide a more logical shape.
Policy 21. Encourage a separation of at least one-half mile between new
commercial designations.
Policy 22. Locate major (regional) commercial uses in proximity to existing
regional centers (such as Valley Plaza and East Hills Mall) and in proximity
to future regional serving commercial centers in the downtown, southwest,
northwest, and northeast, as designated on the Land Use Policy Map.
Policy 24. Encourage the clustering of commercial development in compact
areas, rather than extended along streets and highways.
Policy 28. Require that commercial development provide design features
such as screen walls, landscaping and height, setback, and lighting
restrictions between the boundaries of adjacent residential land use
designations so as to reduce impacts on residences due to noise, traffic,
parking, and differences in scale.
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Policy 29. Require that automobile and truck access to commercial properties
sited adjacent to designated residential parcels be located at the maximum
practical distance from the residential parcel.
Policy 30. Street frontages along all new commercial development shall be
landscaped.
Policy 30A. Require new large retail commercial development projects to
evaluate urban decay impacts on existing commercial uses as set forth in the
implementation measures.
Policy 39. Enhance existing and establish new centers as the principal focus
of development and activity in the planning area, around which other land
uses are grouped. Centers should be linked by adequate transportation
facilities and may be linked to the Kern River, canals, or other resource
amenities. Centers may be differentiated by functional activity,
density/intensity, and physical character.
Policy 48. Enhance pedestrian activity in principal activity centers of the
planning area.
Policy 63. Encourage the use of creative and distinctive signage which
establishes a distinctive image of the planning area and identifies principal
entries to the metropolitan area, unique districts, neighborhoods and
locations.
Policy 67. Develop a distinctive identity for the Bakersfield region which
differentiates it as a unique place in the Southern San Joaquin Valley.
Policy 69. Allow variation in the use of street trees, shrubs, lighting, and
other details to give streets better visual continuity and increased shade
canopy.
Policy 70. Provide the installation of street trees which enhance pedestrian
activity and convey a distinctive and high quality visual image.
Policy 71. Encourage landscaping the banks of flood control channels,
canals, roadways and other public improvements with trees to provide a
strong visual element in the planning area.
Policy 72. Promote the establishment of attractive entrances into
communities, major districts, and transportation terminals, centers, and
corridors within the planning area.
Policy 78. Accommodate new projects which are infill or expansion of
existing urban development.
Policy 79. Provide for an orderly outward expansion of new “urban”
development (any commercial, industrial, and residential development
having a density greater than one unit per acre) so that it maintains the
continuity of existing development, allows for incremental expansion of
infrastructure and public services, minimizes impacts on natural
environmental resources, and provides a high quality environment for living
and business.
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Policy 81. Allow for flexibility in the specific siting of multi-family
residential and commercial uses from the locations generally depicted on the
Land Use Map in areas that are undeveloped, used for resource production,
or are developed at very low densities through Planned Unit Development,
Planned Commercial Developments and Specific Plans, provided that:
the overall density and distribution of the land use is maintained;
multi-family and commercial uses are located in proximity to principal
roadways, public transit, employment nodes, commercial services, and
recreational uses and within 330 feet of the location depicted on the land
uses on the Land Use Policy Map;
uses are sited to take advantage of pedestrian greenbelts, recreational
amenities, and natural environmental resources; and
the availability of infrastructure to the site or adjacent service areas is not
adversely impacted.
Policy 89. Encourage new uses and buildings in pedestrian sensitive areas to
incorporate design characteristics which include:
walls which are aesthetically treated by use of color, materials, offset
planes, columns, and/or architectural details, to provide visual interest to
pedestrians;
landscaping, including trees, flowering shrubs, and ground cover;
pedestrian amenities, such as benches, trash receptacles and signage
oriented to pedestrians;
design amenities related to street level such as awnings, arcades, and
paseos;
visual access to interior of buildings; and
uses other than parking and traffic circulation between the sidewalk and
building.
Policy 99. Develop a plan to ensure that all parking lots are 40 percent
shaded at maturity to help alleviate “heat island effect.”
Policy 100. Encourage the use of reflective roofing material and other
measures to reduce the “heat island effect.”
4.9.3.2 City of Bakersfield Zoning Ordinance
The City of Bakersfield Zoning Ordinance implements the goals and policies of
the MBGP. More specifically, the zoning ordinance is intended to accomplish the
following:
assist in providing a definite plan of development for the City and guide,
control, and regulate the future growth of the City in accordance with the
MBGP; and
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protect the established character and the social and economic stability of
agricultural, residential, commercial, industrial, and other areas within the
City and to assure the orderly and beneficial development of such areas.
The zoning ordinance accomplishes these objectives by establishing various
zones within the incorporated territory of the City and then defining what is or is
not a lawful action in a given area. The zoning ordinance defines areas in which
it is allowable to erect structures, governs the height and design of such
structures, and determines the uses that may occur in those structures by
providing guidelines for allowable businesses, adequate provision of parking and
overall project design, maintenance of structures, and open space in the built
environment. The project site is zoned R-1 by the City, allowing the following
uses:
(R-1) One-Family Dwelling: Typically characterized by single-family
subdivision. However, other allowable structures and uses such as accessory
buildings (i.e., garages, greenhouses, and swimming pools), home-based
daycares, and home occupations can be incorporated.
The land uses surrounding the project site are zoned for various uses. The parcel
directly north of the project site is zoned C-2 and adjacent parcels to the east are
zoned R-1/PUD (One-Family Dwelling/Planned Unit Development) and R-1
(One-Family Dwelling). Adjacent parcels to the south are also zoned R-1 and
parcels west of the project site and SR 99 are zoned C-2 and R-1.
The proposed project requests approval of a zone change to modify the zoning on
a major portion of the site from R-1 to C-2/PCD zone, as follows:
(C-2/PCD) Regional Commercial/Planned Commercial Development
Zone: Typically associated with larger commercial centers that may contain
a number of larger scale stores as well as a mixture of smaller retail outlets,
which can include any use permitted for C-0 (Professional and
Administrative Office ) and C-1 (Neighborhood Commercial ), apparel and
accessory stores, automobile dealerships, computer software stores,
department stores, weekend farmers’ markets, hardware stores, hotels,
restaurants, and other eating-related places, sporting goods stores, theaters,
and public or commercial parking.
Two remaining areas of the project site are already zoned C-2 (Figure 3-5 in
Chapter 3, Project Description and Environmental Setting). The entire project
site would be rezoned to C-2 with a PCD overlay zone. The C-2 zone permits
development of concentrated large-scale retail operations providing a broad
range of goods and services that serve the metropolitan market area. The intent of
the PCD designation is to provide flexibility for commercial developments so
that a more cohesive design can be achieved. PCD zoning allows for innovative
design and diversification in the relationship of various uses, buildings,
structures, lot sizes, and open spaces while ensuring compliance with the general
plan and the intent of the municipal code.
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4.9.3.3 Metropolitan Bakersfield Habitat Conservation
Plan
The goal of the Metropolitan Bakersfield Habitat Conservation Plan (MBHCP) is
to acquire, preserve, and enhance native habitats that support endangered and
sensitive species, while allowing urban development to proceed as set forth in the
MBGP. The MBHCP is intended to meet the requirements of both state and
federal endangered species acts. In addition, the MBHCP complies with state and
federal environmental regulations set forth in the National Environmental Policy
Act (NEPA) and CEQA. The study area covered by the MBHCP contains both
City and Kern County jurisdictions. Upon payment of required mitigation fees
and receipt of City project approval, a development applicant would become a
sub-permittee and would be allowed the incidental take of species in accordance
with state and federal endangered species laws. The project site is within the
boundaries of the MBHCP.
4.9.4 Impacts and Mitigation
4.9.4.1 Methodology
The potential land use and planning impacts associated with the proposed project
were evaluated through a qualitative comparison of the anticipated project effects
with existing site conditions and characteristics of surrounding land uses. The
proposed project was evaluated for consistency with existing land use plans,
regulations, and policies applicable to the project site and its vicinity. Significant
impacts would occur if the proposed project would result in adverse physical
environmental impacts when evaluated in accordance with the significance
criteria described in the next section.
4.9.4.2 Criteria for Determining Significance
The criteria used to determine the significance of an impact on land use and
planning are based on Appendix G of the State CEQA Guidelines. The proposed
project could have a significant impact on the environment if it would result in
any of the following.
a) Physically divide an established community.
b) Conflict with any applicable land use plan, policy, or regulation of an agency
with jurisdiction over the project (including, but not limited to, a general
plan, specific plan, local coastal program, or zoning ordinance) adopted for
the purpose of avoiding or mitigating an environmental effect.
c) Conflict with any applicable habitat conservation plan or natural community
conservation plan.
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Inconsistency with plans and policies alone would not necessarily constitute a
significant impact, unless the inconsistency results in what would be considered
an adverse physical change to the environment.
Threshold a) was evaluated during the initial study process and was determined
to result in less-than-significant impact related to physical division of an
established community. As such, this impact is not further evaluated below. For a
detailed discussion of this impact, refer to Appendix A.
4.9.4.3 Project Impacts
Impact LUP-1. The proposed project would not conflict
with an applicable land use plan, policy, or regulation
of an agency with jurisdiction over the project
(including, but not limited to, a general plan, specific
plan, local coastal program, or zoning ordinance)
adopted for the purpose of avoiding or mitigating an
environmental effect.
The proposed project site is within the City of Bakersfield and is subject to the
land use designations, goals, and policies contained within the MBGP and the
Bakersfield Municipal Code, Title 17: Zoning. Under the MBGP, the site’s
current land use designations are LR, LMR, HMR, and GC, and the current
zoning of the majority of the site is R-1, with a small portion being C-2. The
proposed project must be consistent with the MBGP and the zoning regulations
detailed by the zoning ordinance. The proposed project’s operational impacts and
construction impacts related to consistency with the City’s goals, policies, and
regulations are summarized and discussed separately below.
The proposed project involves a request for the approval of a GPA from the
current designations to GC, as well as a Zone Change from R-1 to C-2/PCD.
Construction
The two construction phases would include grading activities, foundation
construction, building construction, and finishing work. Construction is
anticipated to be complete in late 2015.
Construction activities would be contained on site. However, because of the
nature of some of the construction activities, there could be some temporary,
localized, site-specific disruptions to land uses in the area, related primarily to
construction traffic from trucks and equipment, possible partial or full street
closures, access disruptions to facilities and parking, increased noise and
vibration, and increased air pollution emissions.
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The existing facilities directly adjacent to the project site, and other sensitive land
uses such as nearby residences, would be most susceptible to temporary
construction impacts. However, these impacts would not be considered
significant adverse impacts because they would be short in duration, occurring
intermittently and limited to daytime hours. The following sections of this
document provide more detailed information on potential construction impacts
on land uses in the vicinity: Section 4.2, Air Quality; Section 4.10, Noise; and
Section 4.12, Transportation and Traffic.
Construction activities associated with the proposed project would be generally
consistent with the policies and guidelines in local land use plans, and there
would be a less-than-significant impact.
Operation
The proposed project is not currently consistent with the general plan designation
or zoning for the site. However, the proposed project includes an application for
a GPA to change onsite areas with existing land use designations of LR, LMR,
and HMR to GC; the northeastern corner of the project site is already designated
GC. The proposed project also includes a zone change application to modify
areas with existing zoning of R-1 to C-2/PCD; one remaining area (in the
northeastern corner) of the project site is already zoned C-2. A PCD overlay is
also proposed. The PCD zone, when used in combination with the proposed C-2
commercial zone, defines allowable uses, and ensures that future site
development is compatible with surrounding development and recognizes unique
site characteristics. All properties surrounding the project site contain existing
housing or are designated and zoned for residential and/or commercial use. The
approval of these requested land use and zoning changes are at the discretion of
the City. An analysis of the proposed project’s operational consistency with
applicable plans and policies is presented below.
Metropolitan Bakersfield General Plan
Because the MBGP incorporates other relevant Kern County planning programs
by reference (Kern County 2004), only the proposed project’s consistency with
the MBGP is discussed herein. The analysis of land use impacts evaluates the
proposed land use designations and development patterns in comparison with
existing land use designations.
The proposed project would construct and operate a commercial development on
85 acres consisting of a 240-room hotel and a retail commercial center on
800,000 square feet of leasable commercial space. The proposed GPA and
ultimate development of the properties would alter the existing planned land use
on a major portion of the project site from residential land use designations (LR,
LMR, and HMR) to GC. The proposed project would result in a land use
designation not currently reflected in the MBGP and a net increase in the overall
commercial square footage compared with the MBGP.
The proposed project would not change the overall density and distribution of the
land use in the vicinity of the project site. The proposed project would expand
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upon the general land use patterns in the City. The proposed project would
provide an accessible regional retail shopping center that meets the growing
demands of the residents and planned communities in the City and greater Kern
County, satisfy a majority of the shopping needs of the surrounding existing and
planned neighborhoods, and provide a multi-level hotel. Because much of the
project vicinity contains existing residential and commercial uses or is designated
and zoned for residential and/or commercial development, the proposed project is
compatible with existing land uses. The GC designation allows for a maximum
FAR of 1.0 and buildings of four stories (for retail and service facilities that
provide a broad range of goods and services that serve the day-to-day needs of
nearby residents). Should the proposed GPA be approved, the proposed future
development of the project site would be under 1.0 FAR and would be
compatible with the MBGP, which limits building height in C-2 zones to 90 feet,
approximately six stories (Ord. 3395 § 3). Therefore, approval of the proposed
GPA would represent a less-than-significant impact.
In addition to providing desired land use patterns, the MBGP also sets forth goals
and policies that guide development within the City. Table 4.9-1 provides an
analysis of the applicable land use goals and policies as they relate to the
proposed project. As discussed in the table, the proposed project would be largely
consistent with the goals and policies of the MBGP. Therefore, impacts would be
less than significant.
Table 4.9-1. Project Consistency with the Metropolitan Bakersfield General Plan Land Use Element
Goals and Policies Project Consistency
Goal 1. Accommodate new development
which captures the economic demands
generated by the marketplace and
establishes Bakersfield’s role as the
capital of the southern San Joaquin
Valley.
The proposed project would increase the development footprint of the City.
Additionally, the proposed project is a regional commercial center with two
anchor buildings, a cinema, and restaurants, a major regional draw that is sparse
in the southern San Joaquin Valley. Therefore, the proposed project would
increase the City’s role as the capital of the southern San Joaquin Valley. The
proposed project is consistent with this MBGP goal or policy.
Goal 2. Accommodate new development
which provides a full mix of uses to
support its population.
Areas surrounding the project site consist of predominantly existing or planned
residential land uses with some commercial land uses. The proposed project is a
regional commercial center and, therefore, would be a contrasting land use to
most of its surroundings. This would result in a mixture of uses in an area that
would likely have been completely occupied by similar residential land uses if
the project site’s existing designation and zoning were maintained. Additionally,
the project site is in an intensified activity center area described in the MBGP.
The proposed project’s design and scale are consistent with this “centers”
concept, which is described in the MBGP as “the focusing of new development
into distinctive centers that are separated by low land use densities.” The centers
concept provides for a land use pattern consisting of several concentrated mixed-
use commercial and high-density residential centers surrounded by medium-
density residential uses. As the MBGP points out, this concept “encourages
people to live and work in the same place and, thus, serves to minimize sprawl
and reduce traffic, travel time, infrastructure costs, and air pollution.” The
proposed project is consistent with this MBGP goal or policy.
Goal 3. Accommodate new development
which is compatible with and
complements existing land uses.
The proposed project is a regional commercial center. Its objective is to provide
an accessible regional retail shopping center that meets the growing demands of
the residents and planned communities in the City and greater Kern County and
to assemble a variety of retailers that will satisfy a majority of the shopping
needs of the surrounding existing and planned uses. Because much of the project
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Goals and Policies Project Consistency
vicinity contains existing or planned residential and commercial development,
the proposed project is compatible with existing land uses. The proposed project
is consistent with this MBGP goal or policy.
Goal 4. Accommodate new development
which channels land uses in a phased,
orderly manner and is coordinated with
the provision of infrastructure and public
improvements.
Phased and orderly urban development has extended south from the City’s core
to reach the project site. This is evidenced by the existing housing east of the
project site and existing and proposed development to the north. All open areas
adjacent to and surrounding the project site have been designated and zoned for
urban development. Development at the project site would occur in two phases
and would be in line with this orderly buildout of the City.
Infrastructure and public improvements have occurred in the vicinity of the
project site to accommodate development. In addition, development of the
proposed project would include additional infrastructure improvements
mandated by the City. The proposed project is consistent with this MBGP goal
or policy.
Goal 6. Accommodate new development
that is sensitive to the natural
environment, and accounts for
environmental hazards.
The proposed project site is an in-fill project located in an urbanized area and
contains a limited amount of natural environmental features. As demonstrated in
other sections of this DEIR, all impacts on the natural environment would be
mitigated to the extent feasible. Cumulative impacts on air quality, noise, and
traffic would be significant and unavoidable. This DEIR has accounted for
environmental hazards such as wildland fire, flood, and accidental hazardous
material spillage. Additionally, the proposed project must comply with all
applicable federal, state, and local safety measures and the Hazardous Materials
Area Plan 2012, which provides local emergency response coordination in the
event of a hazardous materials incident. The proposed project is consistent with
this MBGP goal or policy.
Goal 7. Establish a built environment
which achieves a compatible functional
and visual relationship among individual
buildings and sites.
The proposed project would be zoned C-2/PCD, which allows flexibility in
design standards but requires that development standards and cohesive design
drive the commercial concept. This concept would be allowed to maintain a
level of distinction, but is required to be compatible with surrounding uses. The
proposed project is consistent with this MBGP goal or policy.
Policy 15. Allow for the development of a
variety of commercial centers/corridors
which are differentiated by their function,
intended users and level of intensity,
including convenience centers serving
local residential neighborhoods, sub-
regional centers which serve groupings of
neighborhoods, and major regional centers
which serve the planning area and
surrounding areas.
The proposed project is a major regional center unlike any in the Metropolitan
Bakersfield area. The proposed project is consistent with this MBGP goal or
policy.
Policy 16. Allow for the development of a
variety of commercial uses, including
those which serve residents (groceries,
clothing, etc.), highway users, and tourist-
visitors.
The proposed project would develop a variety of leasable commercial space
highlighted by two anchor stores, 18 commercial buildings, restaurants, and a
cinema. A hotel that would be within the C-2 height restrictions proposed. This
commercial center would provide shopping, entertainment, and lodging
opportunities that are accessible from SR 99 for residents, highway users, and
tourist-visitors. The proposed project is consistent with this MBGP goal or
policy.
Policy 18. Require all new commercial
designations be assigned to sites where the
aggregate of all contiguous parcels
designated for commercial use is no less
than five (5) acres, except for approved
specific plans, parcels to be developed for
highway-oriented service uses at freeway
on- and off-ramps, or where physical
The project site is 85 acres, which is much larger than the minimum 5 acres for
new commercial designations required by this policy. The proposed project is
consistent with this MBGP goal or policy.
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Goals and Policies Project Consistency
conditions are such that commercial is the
only logical use of the property.
Policy 20. The depth of new commercial
development shall be at least half the
length of the street frontage. Exceptions
may be made where existing development
or physical constraints provide a more
logical shape.
The project site encompasses an entire block bound by Berkshire Road, South H
Street, Hosking Avenue, and SR 99 to the north, east, south, and west,
respectively. The proposed project is consistent with this MBGP goal or policy.
Policy 21. Encourage a separation of at
least one-half mile between new
commercial designations.
The project site is south of, and adjacent to, vacant land currently zoned C-2 and
therefore would not be at least 0.5 mile from another commercial designation.
However, this MBGP policy encourages, but does not require, that commercial
designations be at least 0.5 mile distant. Additionally, the proposed project is
consistent with the centers concept outlined in the MBGP. The concentrated
commercial area that would result from the proposed project and development of
the zoned C-2 area to the north, as well as nearby existing commercial uses
along Panama Lane farther north, provides for the high-density mixed-use
commercial nucleus surrounded by medium-density residential envisioned in the
centers concept. The proposed project is consistent with this MBGP goal or
policy.
Policy 22. Locate major (regional)
commercial uses in proximity to existing
regional centers (such as Valley Plaza and
East Hills Mall) and in proximity to future
regional serving commercial centers in the
downtown, southwest, northwest, and
northeast, as designated on the Land Use
Policy Map.
The proposed project site is in an intensified activity center area as shown in
Figure II-2 and described on pages II-2 and II-3 of the MBGP. The proposed
project’s design and scale are consistent with this centers concept, as it provides
for the high-density mixed-use commercial nucleus surrounded by medium-
density residential envisioned in the centers concept. The proposed project is
consistent with this MBGP goal or policy.
Policy 24. Encourage the clustering of
commercial development in compact
areas, rather than extended along streets
and highways.
The proposed project is a regional commercial development project that clusters
various commercial opportunities in one center. The project site encompasses an
entire block bound by Berkshire Road, South H Street, Hosking Avenue, and
SR 99 to the north, east, south, and west, respectively. The proposed project is
consistent with this MBGP goal or policy.
Policy 28. Require that commercial
development provide design features such
as screen walls, landscaping and height,
setback and lighting restrictions between
the boundaries of adjacent residential land
use designations so as to reduce impacts
on residences due to noise, traffic,
parking, and differences in scale.
The project design includes design features in areas adjacent to existing and
potential future residential land use (namely to the east and south) to reduce
noise, traffic, and parking impacts. Planned setback and lighting restrictions
would reduce impacts on residences from noise, traffic, parking, and differences
in scale. Setbacks would be in conformance with City requirements and, during
the installation of lighting standards, luminaries with filtering louvers and hoods
would be provided to minimize light spill to adjacent properties. Nighttime
evaluation would be conducted to ensure that spillover light and glare are
avoided, and documentation of the final testing results would be provided to the
City for acceptance before granting the developer a final certificate of
occupancy. Landscaping using street trees and shrubs would be employed
around the periphery of the project site to reduce noise, traffic, and parking
impacts on residences. Impacts resulting from differences in scale would be
avoided through the above design features. Additionally, the proposed project is
consistent with one- and two-story commercial development occurring in the
area.
Policy 29. Require that automobile and
truck access to commercial properties
sited adjacent to designated residential
parcels be located at the maximum
practical distance from the residential
parcel.
The proposed project would include up to three access points: two along South
H Street to the east and one along Berkshire Road to the north. Because of
proposed improvements along Hosking Avenue associated with the
SR99/Hosking Avenue Interchange Project, it is impractical to allow access into
the commercial center from this road. Additionally, direct access from SR 99 (or
any freeway) is never allowed for safety reasons; therefore, only Berkshire Road
and South H Street can be used for commercial center access. As a result, access
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Goals and Policies Project Consistency
to commercial properties adjacent to designated residential parcels are located at
the maximum practical distance from the residential parcel. The proposed
project is consistent with this MBGP goal or policy.
Policy 30. Street frontages along all new
commercial development shall be
landscaped.
The project design includes landscaped street frontages in accordance with the
City’s municipal code. The proposed project is consistent with this MBGP goal
or policy.
Policy 30A. Require new large retail
commercial development projects to
evaluate urban decay impacts on existing
commercial uses as set forth in the
implementation measures.
This DEIR includes an urban decay analysis (Section 4.1, Aesthetics and Urban
Decay). The urban decay analysis for the proposed project has determined that,
although there is a potential for vacancies of one or more of the retail stores, the
vast majority of at-risk space (80,000 square feet) is in prime locations and
would likely to be reoccupied in short time (Alfred Gobar Associates 2014).
Therefore, the proposed project would provide valuable commercial
opportunities to capture economic demands generated by the regional
marketplace without causing urban decay (AUD-1). The proposed project is
consistent with this MBGP goal or policy.
Policy 39. Enhance existing and establish
new centers as the principal focus of
development and activity in the planning
area, around which other land uses are
grouped. Centers should be linked by
adequate transportation facilities and may
be linked to the Kern River, canals, or
other resource amenities. Centers may be
differentiated by functional activity,
density/intensity, and physical character.
The proposed project site is in an intensified activity center area as described in
the MBGP. The project’s design and scale are consistent with this centers
concept, as the proposed project, coupled with other existing commercial land
uses, provides for the high-density mixed-use commercial nucleus surrounded
by medium-density residential envisioned in the centers concept. The proposed
project is consistent with this MBGP goal or policy.
Policy 48. Enhance pedestrian activity in
principal activity centers of the planning
area.
The proposed project site is in an intensified activity center area described in the
MBGP. The proposed project’s design emphasizes pedestrian movement and
appealing congregating areas and includes a pedestrian shopping promenade and
an entertainment plaza (lifestyle center) found roughly in the center of the
project site. Generous sidewalks and landscaping, pedestrian arcades, and
trellises connect the larger tenants, restaurants, a hotel, and a parking structure
on the perimeter of the project site with this lifestyle center. The proposed
project is consistent with this MBGP goal or policy.
Policy 63. Encourage the use of creative
and distinctive signage which establishes
a distinctive image of the planning area
and identifies principal entries to the
metropolitan area, unique districts,
neighborhoods and locations.
The MBGP encourages, but does not require, the use of creative and distinctive
signage. Although there are currently no renderings for the proposed project’s
signage, given its design and scale and the project proponent’s commitment to
aesthetics and pedestrian movement, it is likely that the signage would match
this commitment. The proposed project is consistent with this MBGP goal or
policy.
Policy 67. Develop a distinctive identity
for the Bakersfield region which
differentiates it as a unique place in the
Southern San Joaquin Valley.
The proposed project is a major regional center unlike any in Metropolitan
Bakersfield or the southern San Joaquin Valley. The proposed project is
consistent with this MBGP goal or policy.
Policy 69. Allow variation in the use of
street trees, shrubs, lighting, and other
details to give streets better visual
continuity and increased shade canopy.
The proposed project’s landscaping would employ street trees, shrubs, lighting,
and other details to give streets better visual continuity and increased shade
canopy. The proposed project is consistent with this MBGP goal or policy.
Policy 70. Provide the installation of street
trees which enhance pedestrian activity
and convey a distinctive and high quality
visual image.
The proposed project’s design emphasizes pedestrian movement and appealing
congregating areas and includes a pedestrian shopping promenade and a lifestyle
center found roughly in the center of the project site. The proposed project’s
landscaping would include street trees along the periphery and internal
sidewalks and surface parking lots to enhance the emphasized pedestrian
movement. The proposed project is consistent with this MBGP goal or policy.
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Goals and Policies Project Consistency
Policy 71. Encourage landscaping the
banks of flood control channels, canals,
roadways and other public improvements
with trees to provide a strong visual
element in the planning area.
There are no channels and canals at the project site. The proposed project’s
landscaping would employ street trees, shrubs, lighting, and other details to give
streets better visual continuity and increased shade canopy. The proposed project
is consistent with this MBGP goal or policy.
Policy 72. Promote the establishment of
attractive entrances into communities,
major districts, and transportation
terminals, centers, and corridors within
the planning area.
The entrances to the proposed commercial center would include landscaping,
attractive signage, and lighting. The proposed project is consistent with this
MBGP goal or policy.
Policy 78. Accommodate new projects
which are infill or expansion of existing
urban development.
Orderly urban development has extended from the City core to the project site,
as evidenced by the existing housing east of the project site and proposed
development to the north. All open areas adjacent to and surrounding the project
site have been designated and zoned for development. Development at the
project site is a logical expansion of this existing and adjacent urban
development. The proposed project is consistent with this MBGP goal or policy.
Policy 79. Provide for an orderly outward
expansion of new “urban” development
(any commercial, industrial, and
residential development having a density
greater than one unit per acre) so that it
maintains the continuity of existing
development, allows for incremental
expansion of infrastructure and public
services, minimizes impacts on natural
environmental resources, and provides a
high quality environment for living and
business.
Orderly urban development has extended from the City core to the project site,
as evidenced by the existing housing east of the project site and proposed
development to the north. All open areas adjacent to and surrounding the project
site have been designated and zoned for development. Development at the
project site would be consistent with this orderly buildout of the City.
Infrastructure and public improvements have accommodated development in the
vicinity of the project site. Development of the proposed project would include
additional infrastructure improvements mandated by the City.
As shown in this DEIR for the proposed project, all impacts on the natural
environment would be mitigated to the maximum extent feasible. The proposed
project DEIR has concluded that the remaining potential significant effects of
the proposed project on the human and natural environments would be mitigated
to a less-than-significant level. Therefore, the proposed project would provide a
high-quality environment for living and business. The proposed project is
consistent with this MBGP goal or policy.
Policy 81. Allow for flexibility in the
specific siting of multi-family residential
and commercial uses from the locations
generally depicted on the Land Use Map
in areas which are undeveloped, used for
resource production, or are developed in at
very low densities through Planned Unit
Development, Planned Commercial
Developments and Specific Plans,
provided that:
The overall density and distribution of the
land use is maintained;
Multi-family and commercial uses are
located in proximity to principal
roadways, public transit, employment
nodes, commercial services, and
recreational uses and within 330 feet of
the location depicted on the land uses on
the Land Use Policy Map; uses are sited to
take advantage of pedestrian greenbelts,
recreational amenities, and natural
environmental resources; and the
availability of infrastructure to the site or
The approval of the general plan designation and concurrent zone change to
C-2/PCD would provide flexibility to the specific siting of the commercial use at
the project site. The proposed project would not change the overall density and
distribution of the land use in the vicinity of the project site. The proposed
project would expand upon the general land use patterns within the City and
would be close to South H Street and Hosking Avenue, two principal roadways
that contain public transit, employment nodes, and commercial services.
Additionally, the proposed project would provide sidewalks for pedestrian use
with tie-ins to existing sidewalks. The proposed project would not impede the
use of infrastructure to the site but would enhance infrastructure such as road
improvements along South H Street and Hosking Avenue. The proposed project
is consistent with this MBGP goal or policy.
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Goals and Policies Project Consistency
adjacent service areas is not adversely
impacted.
Policy 89. Encourage new uses and
buildings in pedestrian sensitive areas to
incorporate design characteristics which
include: walls that are aesthetically treated
by use of color, materials, offset planes,
columns, and/or architectural details, to
provide visual interest to pedestrians;
landscaping, including trees, flowering
shrubs, and ground cover; pedestrian
amenities, such as benches, trash
receptacles and signage oriented to
pedestrians; design amenities related to
street level such as awnings, arcades, and
paseos; visual access to interior of
buildings; and uses other than parking and
traffic circulation between the sidewalk
and building.
The proposed project’s design emphasizes pedestrian movement and appealing
congregating areas and includes a pedestrian shopping promenade. Generous
sidewalks and landscaping, pedestrian arcades, and trellises would connect the
larger tenants, restaurants, and hotel on the perimeter of the project site with this
lifestyle center. The pedestrian shopping promenade and entertainment plaza
would be enhanced by water features, dining patios, covered arcades, and
landscaping. The entertainment plaza would include a dining plaza, a theater,
and some retail shops. The entertainment plaza would then transition into the
pedestrian shopping promenade’s pedestrian-oriented Main Street.
The proposed project would include detailed paving design with extensive use of
shade trees. Construction material would be smooth stucco on the larger
buildings and the small retail shops. Column covers and extensive use of green
screen would also be employed. The proposed project is consistent with this
MBGP goal or policy.
Policy 99. Develop a plan to ensure that
all parking lots are 40 percent shaded at
maturity to help alleviate “heat island
effect.”
The proposed project’s landscaping plan has been designed with plant materials
(heights and canopy coverage) and sun angles in mind in order to ensure that all
parking lots are 40% shaded at maturity. The proposed project is consistent with
this MBGP goal or policy.
Policy 100. Encourage the use of
reflective roofing material and other
measures to reduce the “heat island
effect.”
The proposed project encourages, but does not mandate, reflective roofing
material. The City has historically interpreted this policy as a directory policy
and not a mandatory one. The proposed roofing material, while not reflective,
would be of a light color in order to reduce the heat island effect. The proposed
project is consistent with this MBGP goal or policy.
Source: City of Bakersfield and Kern County 2002.
City of Bakersfield Zoning Ordinance
Because the City cannot approve a project unless it is consistent with the City’s
zoning ordinance, the applicant is proposing to change onsite areas with existing
zoning of R-1 to C-2, consistent with the GPA. One remaining area (in the
northeastern corner) is already zoned C-2.
C-2 zoning is associated with larger commercial centers that may contain a
number of larger-scale stores and a mix of smaller retail outlets. These centers
can include any use permitted for C-0 zone and C-1 zone, apparel and accessory
stores, automobile dealerships, computer software stores, department stores,
weekend farmers’ markets, hardware stores, hotels, restaurants and other eating-
related places, sporting goods stores, theaters, and public or commercial parking.
In connection with the commercial zone, a PCD overlay zone is also proposed.
PCD zoning allows for innovative design and diversification in the relationship
of various uses, buildings, structures, lot sizes, and open spaces while ensuring
compliance with the general plan and the intent of the municipal code. These
sites would be required to comply with the development standards, setback
requirements, and other restrictions to avoid potential impacts associated with
urban encroachment.
City of Bakersfield Section 4.9. Land Use and Planning
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.9-17
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Should the proposed zone change be approved, the proposed future development
of the site would then be compatible with the City’s zoning ordinance. Therefore,
approval of the proposed zone change would represent a less-than-significant
impact.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact LUP-2. The proposed project would not conflict
with any applicable habitat conservation plan or
natural community conservation plan.
As discussed in Section 4.3, Biological Resources, the project site would be
within the MBHCP and the proposed project would be consistent with the goals
and policies outlined in the MBHCP. Payment of development impact fees would
reduce impacts on species covered under the MBHCP, as detailed in Section 4.3,
Biological Resources, Mitigation Measures MM BIO-1 and MM BIO-2.
Therefore, there would be a less-than-significant impact.
Mitigation Measures
Implementation of Mitigation Measures MM BIO-1 and MM BIO-2 (Section 4.3,
Biological Resources) would reduce impacts to less-than-significant levels.
Level of Significance after Mitigation
Impacts would be less than significant.
4.9.4.4 Cumulative Impacts
Cumulative land use and planning impacts would occur if the proposed project
contributed cumulatively through inconsistency or incompatibility with land use
plans and programs or a habitat conservation plan or a natural communities
conservation plan within the general vicinity of the project. The Metropolitan
Bakersfield area currently has several established plans for growth and
development within the next decades. The MBGP Land Use Element establishes
City of Bakersfield Section 4.9. Land Use and Planning
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.9-18
June 2015
ICF 393.14
the projected growth for the City as well as land use designations for the entire
MBGP area.
Development projects proposed in the Metropolitan Bakersfield area consist of a
number of planned or approved projects that include commercial, multi-family
residential, and industrial development as well as transportation-related
development. Major planned projects near the proposed project include a
120,870-square-foot neighborhood shopping center north of the project site at
1601 Panama Lane and the Interchange Project at the southwestern corner of the
proposed project site.
The proposed project impacts would not cumulatively contribute to land use
impacts in the Metropolitan Bakersfield area, as each project is required to be
consistent with the City’s established general plan goals, policies, and
implementation measures. Impacts associated with the proposed project would be
generally consistent with the policies and guidelines in local land use plans
would be mitigated to less-than-significant levels. Likewise, proposed cumulative
projects must be consistent with the Metropolitan Bakersfield planning goals and
policies and must be reviewed and approved by the City and County prior to
implementation. Therefore, land use and planning impacts from the proposed
project would not be cumulatively considerable.
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-1
June 2015
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Section 4.10
Noise
4.10.1 Introduction
This section discusses the existing noise conditions in the project area and the
potential noise impacts associated with construction and operation of the
proposed project. This discussion is based on information and analysis prepared
by Brown-Buntin Associates, Inc. in the report titled Environmental Noise
Assessment, Proposed Commercial Development, South H Street and Hosking
Avenue, Bakersfield, California (June 1, 2015), which is attached in its entirety as
Appendix J. The report includes definitions of acoustical terminology and
acronyms used in this section.
The proposed project’s potential to expose persons to excessive noise levels from
public airports was eliminated (i.e., found to have no impact) during the Initial
Study/Notice of Preparation (IS/NOP) scoping process (see Appendix A for the
IS/NOP). Therefore, this impact is not discussed further.
4.10.2 Environmental Setting
The environmental setting for noise describes the surrounding context of land
uses and noise receptors, and provides a discussion of existing ambient traffic
noise.
4.10.2.1 Surrounding Land Uses and Noise Receptors
Land use in the immediate project vicinity is vacant and residential, with vacant
land to the north, existing single-family residences to the east, vacant land to the
south, and State Route (SR) 99 to the west. There is a block wall between the
existing residences and South H Street that serves as a sound barrier between the
homes and the project site.
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-2
June 2015
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4.10.2.2 Existing Ambient Traffic Noise
The existing noise environment in the project vicinity is dominated by traffic
noise from SR 99 and other local roadways. Measurements of existing ambient
noise levels in the project vicinity were conducted at five locations in the project
vicinity between May 14, 2014 and January 20, 2015. The locations of the
measurement sites were the northeastern corner of the project site (Site #1);
adjacent to the southeastern corner of the project site (Site #2); the southwestern
corner of the project site (Site #3); on the north side of Panama Lane, east of
Springbrook Drive (Site #4); and south of Hosking Avenue, east of Sophia Street.
Figure 4.10-1 shows the locations of the noise measurement sites. Sites #1 and #2
were approximately 200 feet west of the centerline of H Street and were intended
to provide data that were representative of ambient noise levels in the backyards
of the homes on the east side of the street (because of the existing canal that
parallels H Street, access to the area near those backyards was not possible).
Additionally, Site #1 was in the vicinity of the proposed hotel within the project
site. It should be noted that at the time of measurement, an existing, large berm of
soil was present between Site #3 and SR 99, which provided acoustical shielding
from traffic noise on SR 99. Therefore, noise levels reported for Site #3 are lower
than what would normally be expected at that location. Table 4.10-1 shows the
measured ambient noise levels at the five noise measurement sites. Traffic was
the only noise source identified during the measurements.
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Colony St
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Hughes Ln
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Big Bear St
Monitor
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Regina
Way
Jerry St
Lisa
Ct
Clipper Hills Dr
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Lucca
Camp St
Midas St
Lenz Ct
Osborne Ct
Felbridge
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Areli St
Sunland
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Snowbird St
Ivy Trae Ln
Jeremy St
William F Halsey Ave
Kirkwood Ave
Lost Trail Way
Brazil Ave
Bachelor St
Russell Ave
Baldwin Farms Dr
Astor Ave
Monique Ave
Park City Ave
Badger Pass Ave
Evadonna Rd
Arnott Ct
Parnell Ct
Berkshire Rd
Hadar Rd
Hosking Ave
Olson Ave
Sierra Summit Ave
Dublin Dr
Shannon Dr
Alberta St
Bertina Ct
Frank Ct
Quartz Hill Rd
Arlana St
Parsons
Way
Symphony St
Eubanks Ave
Delwood Ave
Mable Ave
S H St
Panama Ln
Figure 4.10-1Noise Measurement Site LocationsSR 99/Hosking Commerical Center Project
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K:\Irvine\GIS\Projects\City_of_Bakersfield\00393_14\mapdoc\Noise\Fig4_10_1_Noise_Measurement_Sites_2.mxd Date: 6/8/2015 35528
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Project Site
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-3
June 2015
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Table 4.10-1. Summary of Noise Measurements
Location Date, Time
Measured Noise Levels, dBA
Leq Lmin Lmax L1.7 L8.3 L25 L50 L90
Site #1
5/14/2014, 10:20–10:35 a.m. 60.5 48.8 74.7 69.3 63.4 59.8 56.9 51.8
5/14/2014, 11:20–11:35 a.m. 60.2 48.7 69.7 67.0 64.5 61.1 57.6 52.4
5/14/2014, 2:15–2:30 p.m. 61.0 49.0 80.7 68.4 62.5 59.8 57.3 53.0
Site #2
5/14/2014, 10:00–10:15 a.m. 56.8 45.8 70.4 64.2 60.5 56.9 54.1 49.1
5/14/2014, 11:00–11:15 a.m. 57.4 45.3 69.9 65.4 61.1 57.8 55.1 49.5
5/14/2014, 12:30–12:45 p.m. 63.0 47.1 86.8 68.7 63.0 57.5 54.9 50.9
Site #3
5/14/2014, 10:40–10:55 p.m. 58.6 48.5 68.7 64.9 62.1 59.7 57.1 50.9
5/14/2014, 11:40–11:55 a.m. 59.0 47.5 70.5 66.4 62.6 59.6 56.6 51.1
5/14/2014, 1:55–2:10 p.m. 58.1 50.1 63.4 62.1 60.9 59.6 57.7 53.4
Site #4
1/20/2015, 10:35-10:40 a.m. 66.8 44.9 75.0 72.8 70.8 68.4 65.4 57.6
1/20/2015, 11:15–11:30 a.m. 66.4 49.7 71.8 70.8 69.4 67.9 65.7 59.2
1/20/2015, 2:40–2:55 p.m. 65.5 46.2 71.4 70.7 69.2 66.8 64.9 54.0
Site #5
1/20/2015, 10:50–11:05 a.m. 63.4 47.4 75.5 73.8 68.3 61.8 56.0 50.1
1/20/2015, 11:40–11:55 a.m. 63.0 43.3 77.7 74.4 67.0 61.4 56.9 49.7
1/20/2015, 3:05–3:20 p.m. 64.6 45.2 76.5 74.8 71.1 61.7 55.4 50.1
dBA = A-weighted decibels, the sound pressure level in decibels as measured using the A weighting filter network,
which de-emphasizes the very low- and very high-frequency components of the sound in a manner similar to the
frequency response of the human ear.
Leq = equivalent sound level, the average of the sound energy occurring over the measurement period
Lmax = maximum sound level
Lmin = minimum sound level
Lxx = percentile-exceeded sound level, the sound level exceeded for a given percentage of a specified period (e.g., L25
is the sound level exceeded 25% of the time and L50 is the sound level exceeded 50% of the time).
Source: Appendix J
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-4
June 2015
ICF 393.14
Existing traffic noise levels from roadways in the project vicinity site were also
calculated using the Federal Highway Administration (FHWA) Highway Traffic
Noise Prediction Model (FHWA-RD-77-108) and data provided by Ruettgers &
Schuler Civil Engineers, the traffic consultants for the proposed project
(Appendix K). Noise levels from traffic on SR 99 were predicted using data
obtained from the California Department of Transportation (Caltrans). Additional
details regarding the analysis methodology are provided in the impact analysis
section, below, and in the Environmental Noise Assessment (Appendix J).
Existing traffic noise levels were determined for nearby street segments. For
local streets, the noise level was predicted at a typical residential setback
(assumed to be 75 feet from the center of the roadway). For SR 99, the noise
level was predicted at a setback of 150 feet from the center of the roadway. Table
4.10-2 shows the existing traffic noise levels at these segments, which range from
approximately 56 to 74 decibels (dB) Community Equivalent Noise Level
(CNEL).
Table 4.10-2. Existing Traffic Noise Levels in the Vicinity of the Project Site
Roadway
Name Segment
Traffic Noise
Level, dB CNEL1
Berkshire
Road South H Street to Union Avenue (SR 204) 62.6
White Lane
West of Union Avenue 64.1
Hughes Lane to H Street 68.2
H Street to Monitor Street 65.3
Wible Road to SR 99 69.7
Panama Lane
Gosford Road to Ashe Road 58.3
Ashe Road to Stine Road 62.8
Stine Road to Akers Road 63.5
Akers Road to Wible Road 69.6
Wible Road to SR 99 70.8
SR 99 to South H Street 68.2
South H Street to Union Avenue (SR 204) 59.5
Union Avenue (SR 204) to Cottonwood Road 63.1
Hosking
Avenue
Stine Road to Wible Road 62.2
Wible Road to SR 99 58.5
SR 99 to South H Street 66.1
South H Street to Union Avenue (SR 204) 55.8
Union Avenue (SR 204) to Cottonwood Road 56.6
Taft Highway
(SR 119)
Ashe Road to Stine Road 64.1
Stine Road to Akers Road 64.1
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-5
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Roadway
Name Segment
Traffic Noise
Level, dB CNEL1
Akers Road to Wible Road 64.1
Wible Road to South H Street 64.8
South H Street to Chevalier Road 65.4
Panama Road Chevalier Road to Cottonwood Road 64.5
South H Street
White Lane to Pacheco Road 62.2
Pacheco Road to Fairview Road 65.7
Fairview Road to Panama Lane 65.7
Panama Lane to Hosking Avenue 59.9
Hosking Avenue to McKee Road 60.6
McKee Road to Taft Highway (SR 119) 62.3
Cottonwood
Road Hosking Avenue to Panama Lane 62.0
South Union
Avenue
(SR 204)
White Lane to Pacheco Road 68.3
Fairview Road to Panama Lane 60.5
Panama Lane to Hosking Avenue 64.9
Hosking Avenue to Panama Lane 65.6
Pacheco Road to Fairview Lane 66.3
SR 99 South of Panama Lane 2 73.7
Notes: 1 At a typical residential setback (assumed to be 75 feet from the center of the
roadway). 2150 feet from the center of SR 99.
dB CNEL = decibels Community Equivalent Noise Level
SR = State Route
Source: Appendix J
4.10.3 Applicable Regulations
4.10.3.1 State Noise Standards
The State of California Governor’s Office of Planning and Research has
published recommended guidelines for the preparation and content of a noise
element of a general plan. Each jurisdiction is required to consider these
guidelines when developing the general plan noise element and determining
acceptable noise levels within the community. Based on the guidelines, the City
of Bakersfield (City) has developed noise standards as part of the Metropolitan
Bakersfield General Plan (MBGP) and the municipal code.
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-6
June 2015
ICF 393.14
The City of Bakersfield does not have regulations that define acceptable levels of
vibration. Therefore, guidance provided by Caltrans’ Transportation and
Construction Vibration Guidance Manual (refer to Appendix J) were used for
assessing the significance of vibration from construction activities. The manual
provides guidance for determining annoyance potential criteria and damage
potential threshold criteria. These criteria are provided in Tables 4.10-3 and 4.10-
4, below, and are presented in terms of peak particle velocity1 (PPV) in inches
per second (in/sec).
Table 4.10-3. Caltrans Guideline Vibration Annoyance Potential Criteria
Human Response
Maximum PPV (in/sec)
Transient Sources
Continuous/Frequent
Intermittent Sources
Barely perceptible 0.04 0.01
Distinctly perceptible 0.25 0.04
Strongly perceptible 0.9 0.10
Severe 2.0 0.4
in/sec = inches per second
PPV = peak particle velocity
Table 4.10-4. Caltrans Guideline Vibration Damage Potential Threshold
Criteria
Structure and Condition
Maximum PPV (in/sec)
Transient Sources
Continuous/Frequent
Intermittent Sources
Extremely fragile historic buildings,
ruins, ancient monuments 0.12 0.08
Fragile buildings 0.2 0.1
Historic and some old buildings 0.5 0.25
Older residential structures 0.5 0.3
New residential structures 1.0 0.5
Modern industrial/commercial
buildings 2.0 0.5
Notes: Transient sources create a single isolated vibration event, such as blasting or drop
balls. Continuous/frequent intermittent sources include impact pile drivers, pogo-stick
compactors, crack-and-seat equipment, vibratory pile drivers, and vibratory compaction
equipment.
in/sec = inches per second
PPV = peak particle velocity
1 The maximum instantaneous positive or negative peak amplitude of the vibration velocity, measured in inches per
second.
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-7
June 2015
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4.10.3.2 City of Bakersfield Municipal Code
Chapter 9.22 (Section 9.22.050) of the City of Bakersfield’s municipal code
addresses noise during construction. It specifies that construction activity
performed within 1,000 feet of a residential dwelling is only permitted between
the hours of 6 a.m. and 9 p.m. on weekdays, and between 8 a.m. and 9 p.m. on
weekends.
4.10.3.3 Metropolitan Bakersfield General Plan
Chapter VII, Noise Element, of the MBGP (City of Bakersfield and Kern County
2002) contains noise standards that apply to the project.
For transportation noise sources (e.g., traffic), the noise element sets a standard
of 65 dB CNEL at the exterior of noise-sensitive uses. Noise-sensitive uses
include residences, schools, hospitals, transient lodging, and recreational areas.
For stationary (i.e., non-transportation) noise sources such as commercial land
uses, the noise element applies hourly noise level performance standards at
residential and other noise-sensitive uses. Table 4.10-5 summarizes the
applicable hourly noise level standards.
Table 4.10-5. Hourly Noise Level Performance Standards for Non-
Transportation Noise Sources
Maximum Acceptable Noise Level (dBA)
Min./Hr. (Lxx) Day (7 a.m.–10 p.m.) Night (10 p.m.–7 a.m.)
30 (L50) 55 50
15 (L25) 60 55
5 (L8.3) 65 60
1 (L1.7) 70 65
0 (Lmax) 75 70
Note:
Ln means the percentage of time the noise level is exceeded during an hour. For
example, L50 means the level exceeded 50 percent of the hour, and L25 is the level
exceeded 25 percent of the hour.
dBA = A-weighted decibels
Lmax = maximum sound level
Source: City of Bakersfield and Kern County 2002.
The MBGP Noise Element sets standards for project-related noise impacts and
cumulative noise impacts from mobile (transportation-related) noise sources
affecting existing noise-sensitive land uses. Those standards are listed below.
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-8
June 2015
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Standards for Project-Related Noise Impacts from Mobile Sources
A significant increase of existing ambient noise levels affecting existing noise-
sensitive land uses (receptors), and requiring the adoption of practical and
feasible mitigation measures, is deemed to occur where a project will cause:
An increase of the existing ambient noise level by 5 dB or more, where
the existing ambient level is less than 60 dB CNEL;
An increase of the existing ambient noise level by 3 dB or more, where
the existing ambient level is 60 to 65 dB CNEL;
An increase of the existing ambient noise level by 1.5 dB or more, where
the existing ambient level is greater than 65 dB CNEL
Standards for Cumulative Noise Impacts from Mobile Sources
The project’s contribution to noise increases would normally be considered
cumulatively considerable and significant when ambient noise levels affect noise
sensitive land uses (receptors) and when the following occurs.
A project increases the ambient (cumulative without project) noise level
by 1 dB or more;
and
The cumulative with project noise level cause the following:
o An increase of the existing ambient noise level by 5 dB or more,
where the existing ambient level is less than 60 dB CNEL;
o An increase of the existing ambient noise level by 3 dB or more,
where the existing ambient level is 60 to 65 dB CNEL;
o An increase on the existing ambient noise level by 1.5 dB or more,
where the existing ambient level is greater than 65 dB CNEL.
4.10.4 Impacts and Mitigation
4.10.4.1 Methodology
CEQA requires determination of the significance of noise impacts and vibration
associated with proposed projects. Noise and vibration generated by the proposed
project was assessed against CEQA noise-related requirements and the applicable
regulations described above.
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-9
June 2015
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The process of assessing the significance of noise impacts associated with the
proposed project first involved identifying the applicable thresholds at which
significant impacts on noise-sensitive uses would occur. Next, noise levels
associated with project-related activities were predicted and compared with the
significance thresholds. Details regarding assumptions and methods used to
predict noise levels are discussed under each impact type and in Appendix J.
4.10.4.2 Significance Criteria
Criteria for determining the significance of impacts related to noise are based on
criteria contained in Appendix G of the State CEQA Guidelines. The proposed
project could have a significant impact on the environment if it would result in
any of the following.
a) Expose persons to or generate noise levels in excess of standards established
in a local general plan or noise ordinance or applicable standards of other
agencies.
b) Expose persons to or generate excessive groundborne vibration or
groundborne noise levels.
c) Result in a substantial permanent increase in ambient noise levels in the
project vicinity above levels existing without the project.
d) Result in a substantial temporary or periodic increase in ambient noise levels
in the project vicinity above levels existing without the project.
e) Be located within an airport land use plan area, or, where such a plan has not
been adopted, within two miles of a public airport or public use airport and
expose people residing or working in the project area to excessive noise
levels.
f) Be located in the vicinity of a private airstrip and expose people residing or
working in the project area to excessive noise levels.
Threshold e was evaluated during the initial study process and was determined to
result in no impacts related to public use airports. As such, this impact is not
further evaluated below. For a detailed discussion of this impact, refer to
Appendix A.
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-10
June 2015
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4.10.4.1 Project Impacts
Impact NOI-1. The proposed project would expose
persons to or generate noise levels in excess of
standards established in a local general plan or noise
ordinance or applicable standards of other agencies.
The impacts related to noise are discussed separately for construction and
operational effects below.
Construction
Two types of short-term noise impacts could occur during construction of the
proposed project. First, temporary increases in traffic noise levels could occur as
a result of construction crews and equipment entering and exiting the project site,
and would most likely take place during the morning and evening hours of
commute. Such noise increases would be transient in nature and the effect on
longer-term ambient noise levels (such as the daily CNEL) would be small.
Therefore, short-term construction-related impacts associated with commuting
workers and transportation of equipment to the project site would be less than
significant.
The second type of short-term noise impact would be related to noise generated
during project construction. Estimated noise levels generated by construction
activities are discussed under Impact NOI-3, below. There are no specific noise
level limits identified by the City of Bakersfield municipal code for construction
activities. However, the municipal code does place strict limits on the days and
times during which construction activity is permitted, and construction activity
outside of these hours would be considered a significant impact. Therefore,
Mitigation Measure MM NOI-1 is provided to ensure compliance with the
municipal code and to reduce the potential impact to less-than-significant levels.
Operation
Traffic-Related Impacts
At Offsite Noise-Sensitive Receptors
Future traffic noise levels from roadways near the project site were calculated
using the FHWA Highway Traffic Noise Prediction Model (FHWA-RD-77-108).
The model is based upon reference energy emission levels for automobiles,
medium trucks (two axles), and heavy trucks (three or more axles), with
consideration given to vehicle volume, speed, roadway configuration, distance to
the receiver, and the acoustical characteristics of the site. Traffic data for local
streets were obtained from the traffic study provided by Ruettgers & Schuler
City of Bakersfield Section 4.10. Noise
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.10-11
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Civil Engineers (Appendix K). Traffic data for SR 99 were obtained from
Caltrans. The day/evening/night distribution of traffic and the percentages of
trucks on the roadways used for modeling were obtained from similar studies
conducted in the area by Brown-Buntin Associates. Noise attenuation provided
by existing noise barriers along the analyzed roadways were taken into
consideration. For a typical 6-foot-tall wall along most roads, the reduction is
about 5 dB.
Using the FHWA model, traffic noise levels both with and without the project
were determined for 2017 (Phase I) and 2020 (Phase II) traffic conditions. For
local streets, the noise level was predicted at a typical residential setback
(assumed to be 75 feet from the center of the roadway). For SR 99, the noise
level was predicted at a setback of 150 feet from the center of the roadway. Table
4.10-6 shows the 2017 traffic noise levels and Table 4.10-7 shows the 2020
traffic noise levels. The tables include the predicted changes in noise level that
are attributable to the project; however, it is noted that the potential impact of
these increases is assessed under the threshold for Impact NOI-3, below.
Under 2017 conditions, the project would trigger an exceedance of the City’s
exterior noise standard of 65 dB CNEL at one location. This location is adjacent
to Taft Highway (SR 119) between Wible Road and South H Street, where the
noise level would increase from 65.0 to 65.1 dB CNEL. Because the existing
ambient level is between 60 and 65 dB CNEL, the increase must be 3 dB or more
to trigger a significant impact. An increase of 0.1 dB CNEL would not be
perceptible and is therefore considered less than significant.
Under 2020 conditions, the project would trigger an exceedance of the City’s
exterior noise standard of 65 dB CNEL at one location. This location is adjacent
to Panama Road between Chevalier Road and Cottonwood Road, where the noise
level would increase from 64.9 to 65.2 dB CNEL. Because the existing ambient
level is between 60 and 65 dB CNEL, the increase must be 3 dB or more to
trigger a significant impact. An increase of 0.3 dB CNEL would not be
perceptible and is therefore considered less than significant.
It is noted that there are a number of other roadway segments with predicted
noise levels in excess of 65 dB CNEL under 2017 and/or 2020 conditions.
However, the impacts at these locations are considered to be less than significant
because the noise levels would exceed 65 dB CNEL with or without the project
and are, therefore, not project-generated.
Under 2017 conditions, the project would not trigger any exceedance of the
70 dB CNEL limit. Therefore, the impact would be less than significant.
Under 2020 conditions, the project would trigger an exceedance of the 70 dB
CNEL limit at one location. This location is adjacent to Panama Lane between
Akers Road and Wible Road, where the noise level would increase from 69.8 to
70.1 dB CNEL. Because the existing ambient level is greater than 65 dB CNEL,
the increase must be 1.5 dB or more to trigger a significant impact. An increase
of 0.3 dB CNEL would not be perceptible and is therefore considered less than
significant.
City of Bakersfield Section 4.10. Noise
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It is noted that there is one other roadway segment (Panama Lane between Wible
Road and SR 99) with predicted noise levels in excess of 70 dB CNEL under
2020 conditions. However, the noise impacts adjacent to the roadway are
considered to be less than significant because the noise levels would occur with
or without the project and are, therefore, not project-generated.
The hypothetical alternatives for mitigating traffic noise at existing offsite
residential locations are construction of sound walls/barriers, relocation or
demolition of adversely affected residences, and sound insulation of residences.
Where walls/barriers are feasible, they are usually the most practical and cost-
effective way to reduce traffic noise impacts.
The majority of the homes along the potentially affected roadways described
above front the roadway. It would therefore not be possible to construct
contiguous noise walls, as they would eliminate access to the individual homes.
Additionally, because walls would have to be constructed on private property,
individual agreements for the construction would have to be negotiated with each
property owner. If an agreement could not be reached with one or more property
owner, the resulting gaps in the wall would compromise its effectiveness.
Demolition and sound insulation are usually not considered to be feasible or
desirable alternatives. Therefore, it does not appear that there are any feasible
measures to further reduce offsite traffic noise impacts along the above-described
roadways.
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Table 4.10-6. 2017 Traffic Noise Levels in the Vicinity of the Project Site
Roadway Name Segment
Traffic Noise Level, dB CNEL1
Change Significant Impact? No Project With Project
Berkshire Road South H Street to Union Avenue (SR 204) 62.7 63.6 0.9 No
White Lane
West of Union Avenue 64.2 64.4 0.2 No
Hughes Lane to H Street 68.3 68.4 0.1 No
H Street. to Monitor Street 65.4 65.4 0 No
Wible Road to SR 99 69.7 69.8 0.1 No
Panama Lane
Gosford Road to Ashe Road 58.9 58.9 0 No
Ashe Road to Stine Road 63.0 63.2 0.2 No
Stine Road to Akers Road 63.8 64.0 0.2 No
Akers Road to Wible Road 69.7 69.9 0.2 No
Wible Road to SR 99 71.0 71.2 0.2 No
SR 99 to South H Street 68.5 69.1 0.6 No
South H Street to Union Avenue (SR 204) 59.9 60.5 0.6 No
Union Avenue (SR 204) to Cottonwood Road 63.4 63.9 0.5 No
Hosking Avenue
Stine Road to Wible Road 62.8 64.0 1.2 No
Wible Road to SR 99 59.0 60.3 1.3 No
SR 99 to South H Street 66.6 68.7 2.1 No2
South H Street to Union Avenue (SR 204) 56.2 57.5 1.3 No
Union Avenue (SR 204) to Cottonwood Road 57.1 58.7 1.6 No
City of Bakersfield Section 4.10. Noise
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Roadway Name Segment
Traffic Noise Level, dB CNEL1
Change Significant Impact? No Project With Project
Taft Highway
(SR 119)
Ashe Road to Stine Road 64.3 64.4 0.1 No
Stine Road to Akers Road 64.4 64.6 0.2 No
Akers Road to Wible Road 64.4 64.7 0.3 No
Wible Road to South H Street 65.0 65.1 0.1 No
South H Street to Chevalier Road 65.6 65.7 0.1 No
Panama Road Chevalier Road to Cottonwood Road 64.7 64.9 0.2 No
South H Street
White Lane to Pacheco Road 62.3 62.5 0.2 No
Pacheco Road to Fairview Road 65.8 66.2 0.4 No
Fairview Road to Panama Lane 65.8 66.3 0.5 No
Panama Lane to Hosking Avenue 60.3 61.8 1.5 No
Hosking Avenue to McKee Road 61.2 63.1 1.9 No
McKee Road to Taft Highway (SR 119) 62.7 63.9 1.2 No
Cottonwood Road Hosking Avenue to Panama Lane 62.4 62.7 0.3 No
South Union
Avenue (SR 204)
White Lane to Pacheco Road 68.5 68.7 0.2 No
Fairview Road to Panama Lane 60.8 61.3 0.5 No
Panama Lane to Hosking Avenue 65.3 65.7 0.4 No
Hosking Avenue to Panama Lane 66.2 66.4 0.2 No
Pacheco Road to Fairview Lane 66.5 66.8 0.3 No
Notes: 1 At a typical residential setback (assumed to be 75 feet from the center of the roadway). 2 Noise increase is not considered significant because there are no noise-sensitive receptors; see discussion under Impact NOI-3.
dB CNEL = decibels Community Equivalent Noise Level
SR = State Route
Source: Appendix J
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Table 4.10-7. 2020 Traffic Noise Levels in the Vicinity of the Project Site
Roadway Name Segment
Traffic Noise Level, dB CNEL1
Change Significant Impact? No Project With Project
Berkshire Road South H Street to Union Avenue (SR 204) 62.8 63.8 1.0 No
White Lane
West of Union Avenue 64.3 64.5 0.2 No
Hughes Lane to H Street 68.4 68.5 0.1 No
H Street. to Monitor Street 65.4 65.5 0.1 No
Wible Road to SR 99 69.8 69.9 0.1 No
Panama Lane
Gosford Road to Ashe Road 59.5 59.6 0.1 No
Ashe Road to Stine Road 63.2 63.4 0.2 No
Stine Road to Akers Road 64.1 64.3 0.2 No
Akers Road to Wible Road 69.8 70.1 0.3 No
Wible Road to SR 99 71.1 71.3 0.2 No
SR 99 to South H Street 68.8 69.4 0.6 No
South H Street to Union Avenue (SR 204) 60.3 60.9 0.6 No
Union Avenue (SR 204) to Cottonwood Road 63.7 64.2 0.5 No
Hosking Avenue
Stine Road to Wible Road 63.3 64.5 1.2 No
Wible Road to SR 99 59.5 60.7 1.2 No
SR 99 to South H Street 67.0 69.0 2.0 No2
South H Street to Union Avenue (SR 204) 56.6 57.9 1.3 No
Union Avenue (SR 204) to Cottonwood Road 57.7 59.1 1.4 No
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Roadway Name Segment
Traffic Noise Level, dB CNEL1
Change Significant Impact? No Project With Project
Taft Highway
(SR 119)
Ashe Road to Stine Road 64.6 64.6 0.0 No
Stine Road to Akers Road 64.7 64.9 0.2 No
Akers Road to Wible Road 64.7 65.0 0.3 No
Wible Road to South H Street 65.2 65.3 0.1 No
South H Street to Chevalier Road 65.7 65.9 0.2 No
Panama Road Chevalier Road to Cottonwood Road 64.9 65.2 0.3 No
South H Street
White Lane to Pacheco Road 62.4 62.6 0.2 No
Pacheco Road to Fairview Road 65.9 66.3 0.4 No
Fairview Road to Panama Lane 66.0 66.5 0.5 No
Panama Lane to Hosking Avenue 60.8 62.2 1.4 No
Hosking Avenue to McKee Road 61.8 63.6 1.8 No
McKee Road to Taft Highway (SR 119) 63.2 64.3 1.1 No
Cottonwood Road Hosking Avenue to Panama Lane 62.9 63.1 0.2 No
South Union
Avenue (SR 204)
White Lane to Pacheco Road 68.8 68.9 0.1 No
Fairview Road to Panama Lane 61.1 61.6 0.5 No
Panama Lane to Hosking Avenue 65.7 66.1 0.4 No
Hosking Avenue to Panama Lane 66.7 66.9 0.2 No
Pacheco Road to Fairview Lane 66.7 67.0 0.3 No
Notes: 1 At a typical residential setback (assumed to be 75 feet from the center of the roadway). 2 Noise increase is not considered significant because there are no noise-sensitive receptors; see discussion under Impact NOI-3.
dB CNEL = decibels Community Noise Equivalent Level
SR = State Route
Source: Appendix J
City of Bakersfield Section 4.10. Noise
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At Onsite Noise-Sensitive Receptors
The proposed commercial development includes two proposed hotels to be
located in the northeastern corner of the project site. Transient lodging (hotels
and motels) are considered to be a noise-sensitive land use as described by the
City’s Noise Element and, as such, would be subject to the exterior noise level
standards of 65 dB CNEL. Worst-case traffic noise levels at the hotels would be
expected to occur in the future as a result of long-term growth in traffic.
Therefore, to assess potential impacts under the worst-case foreseeable
conditions, the analyses are based on 2035 traffic volumes.
The exterior noise level standard of 65 dB CNEL would be applied to common
outdoor activity areas of the hotel such as the pool area or common courtyard.
The specific design details for the proposed hotels are currently unknown. The
approximate distance from the exterior of the proposed hotel to South H Street is
150 feet from the centerline of the roadway. Using the above-described FHWA
traffic model, the future (2035) with project traffic noise exposure at the exterior
of the closest façade facing South H Street would be approximately 64.4 dB
CNEL. At this setback from the roadway, the exterior noise impact would be less
than significant.
Onsite Noise Source Impacts
Sources of noise from the shopping center could potentially include truck
deliveries, loading docks, parking lot vehicle movements, heating, venting, and
air conditioning (HVAC) equipment, and trash compactors.
Truck movements that do not occur on a public roadway are considered to be a
stationary noise source that would be subject to the City’s stationary noise
standards. Based on the conceptual layout plans for the project, which include the
placement of stores along the eastern side of the site, the distance from probable
truck delivery routes to the nearest residences is approximately 350 feet. File data
for slowly moving heavy trucks indicate that the maximum noise level (Lmax) is
approximately 73 A-weighted decibels (dBA) at 50 feet. Accounting for distance
to residences and the attenuation provided by the existing block wall bordering
the residences, the Lmax in yards of the closest residences is estimated to be about
55 dBA. This level is below the 75 dBA (daytime) and 70 dBA (nighttime) Lmax
criteria in the noise element. Therefore, noise impacts from onsite truck
movements would be less than significant.
Any loading docks would be located no closer than 350 feet from the residences.
File data for loading docks where refrigerated trucks unload indicate that at
75 feet, the L50 noise level during a busy hour of activity is 57 dB. Accounting
for distance and the existing wall, the estimated L50 at the nearest residential
yards is about 39 dB. This is below the 55 dBA (daytime) and 50 dBA
(nighttime) level exceeded 50 percent of the hour (L50) criteria in the noise
element. Therefore, noise impacts from loading dock activities would be less
than significant.
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Noise from traffic in parking lots is typically limited by low speeds and is not
usually considered to be significant. Human activity in parking lots that can
produce noise includes voices, stereo systems, and the opening and closing of car
doors and trunk lids. Such activities are sporadic and can occur at any time. It is
typical for a passing car in a parking lot to produce a maximum noise level of 60
to 65 dBA at a distance of 50 feet. For this project, the closest proposed parking
lots would be approximately 300 feet from the closest existing homes. It is noted
that these would be relatively small parking areas and the vast majority of the
parking stalls for the project would be toward the center of the project site, where
they would be shielded from the surrounding land uses by the intervening
commercial and hotel buildings. As such, overall parking lot noise levels at
surrounding properties would be very low and would not be expected to exceed
the standards of the City’s noise element. Therefore, noise impacts from parking
lots would be less than significant.
Based upon noise studies conducted by Brown-Buntin Associates for other
projects, the maximum noise level produced by a typical un-enclosed trash
compactor (Hydra-Fab Model 1200) is approximately 74 dBA at a distance of
10 feet from the equipment, or approximately 45 dBA at a distance of 300 feet
(approximate distance from the closest proposed store to nearby homes). Because
trash compactors operate intermittently, they would not produce noise levels in
excess of the City’s daytime or nighttime maximum noise level standards, and
the impact would be less than significant.
It can be assumed that the project would include roof-mounted HVAC units on
commercial buildings. Based upon data from large stores similar to those
proposed for the project, it is estimated that noise levels from roof-mounted
HVAC units at the closest homes to the project site would be in the range of 40
to 45 dBA. This includes the assumption that the buildings would include rooftop
parapets that would provide acoustic shielding of roof-mounted HVAC units.
These levels generally would not be audible above existing ambient noise levels
at the nearby homes and would comply with the City’s daytime and nighttime
noise level standards. Therefore, noise impacts from HVAC equipment would be
less than significant.
Mitigation Measures
Mitigation measure MM NOI-1, below, is provided to ensure that construction
noise complies with the City’s municipal code.
MM NOI-1. The project shall continuously comply with the following best
management practices during all construction activities and operations of the
project:
(a) Limit Construction Hours. No construction activity (including the
transportation or delivery of any materials, tools, equipment, or personnel to
or from the project site, or the loading or unloading of such materials, tools,
equipment, or personnel) within 1,000 feet of a residence shall take place
outside of the City’s permitted hours of 6 a.m. to 9 p.m. on weekdays and
City of Bakersfield Section 4.10. Noise
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8 a.m. to 9 p.m. on weekends. In addition, all construction equipment shall be
equipped with adequate mufflers and be properly maintained.
(b) Operational Noise. The project shall be designed to limit the amount of
offsite noise generated from future commercial uses to ensure that impacts on
any neighboring single-family zoned properties are reduced to below the
noise thresholds established by the Metropolitan Bakersfield General Plan.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact NOI-2. The proposed project would not expose
persons to or generate excessive groundborne
vibration or groundborne noise levels.
The impacts related to noise are discussed separately for construction and
operational effects below.
Construction
The dominant sources of man-made vibration are sonic booms, blasting, pile
driving, pavement breaking, demolition, diesel locomotives, and rail-car
coupling. None of these sources are anticipated from the project site. Vibration
from construction activities could be detected at the closest sensitive land uses,
which are approximately 300 feet to the west of the project site. Typical vibration
levels at a distance of 300 feet caused by construction equipment that is
anticipated at the project site are summarized in Table 4.10-8.
Table 4.10-8. Typical Vibration Levels during Construction
Equipment PPV (in/sec) at 300 feet
Bulldozer (Large) 0.006
Bulldozer (Small) 0.00019
Loaded Truck 0.005
Vibratory Roller 0.013
in/sec = inches per second
PPV = peak particle velocity
Table 4.10-8 indicates that the equipment with the highest potential vibration
levels would be a vibratory roller. While in use, the roller could produce
vibration levels of approximately 0.013 PPV (in/sec) at the closest residence, and
City of Bakersfield Section 4.10. Noise
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these levels would be reduced when the equipment is operating at locations
farther from the homes. As described in Tables 4.10-3 and 4.10-4, such levels
would not be expected to cause damage to any of the described building types
and would be barely perceptible at the closest residence. Therefore, vibration
impacts from project construction would be less than significant.
Operation
After full project buildout, it is not expected that ongoing operational activities
would result in any vibration impacts at nearby sensitive uses. Activities related
to trash bin collection could result in minor onsite vibrations as the bin is placed
back onto the ground, but such vibrations would not be expected to be felt at the
closest offsite sensitive uses. Therefore, vibration impacts from project operation
would be less than significant.
Mitigation Measures
No mitigation measures are required.
Level of Significance after Mitigation
No mitigation measures are required, and the impacts would be less than
significant.
Impact NOI-3. The proposed project would result in a
substantial permanent increase in ambient noise levels
in the project vicinity above levels existing without the
project.
The impacts related to noise are discussed separately for construction and
operational effects below.
Construction
Construction activities would be temporary and all associated noise would cease
once the project is complete. Therefore, there would be no permanent increase in
noise from construction, and there would be no impact.
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Operation
Traffic-Related Impacts
Referring to Table 4.10-6, traffic noise increases on nearby roadways from the
project would range from 0 to 2.1 dB CNEL under 2017 conditions. The only
noise increase that would exceed the City’s criteria is adjacent to Hosking
Avenue between SR 99 and South H Street, where the predicted increase of
2.1 dB would exceed the applicable threshold of 1.5 dB (which applies because
the No Project noise level would be above 65 dB CNEL). However, there are no
noise-sensitive receptors along this roadway segment. Therefore, the impact
would be less than significant.
Referring to Table 4.10-7, traffic noise increases on nearby roadways from the
project would range from 0 to 2.0 dB CNEL under 2020 conditions. The only
noise increase that would exceed the City’s criteria is adjacent to Hosking
Avenue between SR 99 and South H Street, where the predicted increase of
2.0 dB would exceed the applicable threshold of 1.5 dB (which applies because
the No Project noise level would be above 65 dB CNEL). However, there are no
noise-sensitive receptors along this roadway segment. Therefore, the impact
would be less than significant.
Onsite Noise Source Impacts
Noise levels for the various operational noise sources are predicted to be
relatively low at the nearest noise-sensitive receptors for a number of reasons,
including the sporadic nature of many of the noise sources, the large distances
between the sources and receivers, and the various shielding provided by
intervening walls and buildings. All noise levels are predicted to be below the
applicable City noise standards. The range of measured ambient noise levels at
locations that are representative of the closest homes (i.e., Site #1 and Site #2)
already include levels that approach or exceed the City’s stationary noise
standards. The addition of lower noise levels from project operations would not
be expected to cause substantial increases in the overall noise levels, and the
impact would be less than significant.
Mitigation Measures
No mitigation measures are required.
Level of Significance after Mitigation
No mitigation measures are required, and the impacts would be less than
significant.
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Impact NOI-4. The proposed project would not result in
a substantial temporary or periodic increase in ambient
noise levels in the project vicinity above levels existing
without the project.
The impacts related to noise are discussed separately for construction and
operational effects below.
Construction
As discussed under Impact NOI-1, above, temporary increases in traffic noise
levels that could occur as a result of construction crews and equipment entering
and exiting the project site would be less than significant.
Project construction noise could occur at various locations within and near the
project site throughout the buildout period. During construction of the project,
noise from construction activities would potentially affect noise-sensitive land
uses in the immediate area. The distance from the closest residence to the project
site is approximately 300 feet.
An analysis of construction noise levels was conducted using the FHWA
Roadway Construction Noise Model to quantify potential noise levels that could
occur at nearby residences during the various phases of construction. The model
assumes percentages of usage times that are typical for the various types of
construction equipment and provides noise levels in terms of the equivalent
sound level (Leq). Noise levels reported in Table 4.10-9 reflect those that could be
expected at a distance of 300 feet from construction activities, the approximate
distance from the project site to the closest residences, for the assumed
construction schedule. Noise levels reported in the table also consider acoustic
shielding provided by existing sound walls along the nearby residences. These
levels are considered to be a conservative worst-case estimate based on grouping
a large number of equipment items in a very small area located closest to the
nearest homes. In reality, such a situation would likely not occur or would exist
only very briefly.
The existing ambient noise levels measured at Site #1 and Site #2, which are
representative of the closest homes, are up to 61 and 63 dBA Leq, respectively.
The worst-case construction noise levels summarized in Table 9 (i.e., 67 dBA
during grading) would increase these existing ambient noise levels by
approximately 5 to 7 dBA. While these increases would be clearly audible at the
affected homes, the overall impact would be considered less than significant for
the following reasons: (1) the highest noise levels would only occur for a small
portion of the estimated total 80 days of scheduled grading; (2) noise levels from
other phases of construction would be 2 to 14 dBA lower; and (3) noise levels
from all phases of construction would decrease substantially when located farther
from the homes (for any of the closest receptors, the majority of the project site is
City of Bakersfield Section 4.10. Noise
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over 1,000 feet away; at this distance, the construction noise levels would be
approximately 10 dBA lower than the noise levels shown in Table 4.10-9).
Table 4.10-9. Existing Traffic Noise Levels in the Vicinity of the Project Site
Phase Equipment
Total Number
of Days
Leq,
dBA
Phase I Site Preparation
(6/1/15–6/19/15)
3 rubber tired dozers 15 65 4 tractors/loaders/backhoes
Phase I Grading
(6/19/15–8/7/15)
2 excavators
35 67
1 grader
1 rubber tired dozer
2 scrapers
2 tractors/loaders/backhoes
Phase I Building
Construction
(8/7/15–7/22/16)
1 crane
250 64
3 forklifts
1 generator set
3 tractors/loaders/backhoes
1 welder
Phase I Paving
(7/22/16–9/9/16)
2 pavers
35 64 2 pieces of paving equipment
2 rollers
Phase I Painting
(9/9/16–10/28/16) 1 air compressor (6 hours/day) 35 53
Phase II Site Preparation
(1/1/17–1/27/17)
3 rubber tired dozers 20 65 4 tractors/loaders/backhoes
Phase I Grading
(1/27/17–3/30/17)
2 excavators
45 67
1 grader
1 rubber tired dozer
2 scrapers
2 tractors/loaders/backhoes
Phase II Building
Construction
(3/30/17–9/5/18)
1 crane
375 64
3 forklifts
1 generator set
3 tractors/loaders/backhoes
1 welder
City of Bakersfield Section 4.10. Noise
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Phase Equipment
Total Number
of Days
Leq,
dBA
Phase II Paving
(9/5/18–10/23/18)
2 pavers
35 64 2 pieces of paving equipment
2 rollers
Phase II Painting
(10/23/18–12/10/18) 1 air compressor (6 hours/day) 35 53
dBA = A-weighted decibels
Leq = equivalent sound level
Source: Appendix K
Operation
Project-related traffic and onsite operations would be considered permanent noise
sources. Therefore, there would be no temporary or periodic increases in ambient
noise levels associated with project-related traffic or onsite operations, and there
would be no impact.
Mitigation Measures
No mitigation measures are required.
Level of Significance after Mitigation
No mitigation measures are required, and the impacts would be less than
significant.
Impact NOI-5. The proposed project would not be
located in the vicinity of a private airstrip and expose
people residing or working in the project area to
excessive noise levels.
The project site is within the vicinity of private airstrip Costerisan Farms Airport,
which is approximately 1.7 miles southwest of the project site, in the City of
Bakersfield. This is a small unattended private use airstrip with a grass runway
that houses two single-engine aircraft (Pilot Outlook n.d.). No noise data are
publicly available, but based on the airstrip description it appears to service a
very small number of flights and would not be anticipated to generate substantial
noise levels at the project site. Therefore, the impact would be less than
significant.
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Mitigation Measures
No mitigation measures are required.
Level of Significance after Mitigation
No mitigation measures are required, and the impacts would be less than
significant.
4.10.4.2 Cumulative Impacts
A review of the related past, present, and future projects in the vicinity did not
reveal any land uses with stationary (i.e., non-transportation) noise sources that
would be expected to contribute significantly to the cumulative noise levels at the
noise-sensitive receptors affected by the project. This is consistent with the
observation that existing ambient noise levels in the project vicinity are
dominated by traffic noise. Furthermore, onsite noise sources at any new
developments in the area would be required to comply with the noise standards
of the City’s Noise Element and Municipal Code.
With respect to traffic noise in the project vicinity, the potential for substantial
cumulative noise impacts exists as a result of the ongoing conversion of primarily
agricultural and/or vacant land to urban uses that would generate a substantial
amount of new vehicular traffic on nearby roadways, as well as the new
interchange at SR 99 and Hosking Avenue.
Table 4.10-10 compares existing (2014) traffic noise levels with 2035 (with
project) traffic noise levels. The City’s criteria for determining cumulative noise
impacts for mobile sources indicate than cumulative noise levels would not be
cumulatively considerable at any location.
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Table 4.10-10. Year 2035 Cumulative Traffic Noise Analysis
Roadway Name/Segment
Traffic Noise Level, dB CNEL1
Cumulatively
Considerable?
2014
No Project
2035
With Project Change
2035
No Project
2035
With Project Change
Berkshire Road: South H Street to Union Avenue (SR 204) 62.6 64.3 1.7 63.5 64.3 0.8 No
White Lane: West of Union Avenue 64.1 65.0 0.9 64.8 65.0 0.2 No
White Lane: Hughes Lane. to H Street 68.2 69.0 0.8 68.9 69.0 0.1 No
White Lane: H Street. to Monitor Street 65.3 65.8 0.5 65.8 65.8 0.0 No
White Lane: Wible Road to SR 99 69.7 70.1 0.4 70.0 70.1 0.1 No
Panama Lane: Gosford Road to Ashe Road 58.3 62.6 4.3 62.6 62.6 0.0 No
Panama Lane: Ashe Road to Stine Road 62.8 64.4 1.6 64.2 64.4 0.2 No
Panama Lane: Stine Road to Akers Road 63.5 65.5 2 65.4 65.5 0.1 No
Panama Lane: Akers Road to Wible Road 69.6 70.7 1.1 70.5 70.7 0.2 No
Panama Lane: Wible Road to SR 99 70.8 71.9 1.1 71.8 71.9 0.1 No
Panama Lane: SR 99 to South H Street 68.2 70.9 2.7 70.5 70.9 0.4 No
Panama Lane: South H Street to Union Avenue (SR 204) 59.5 62.6 3.1 62.2 62.6 0.4 No
Panama Lane: Union Avenue (SR 204) to Cottonwood Road 63.1 65.6 2.5 65.3 65.6 0.3 No
Hosking Avenue: Stine Road to Wible Road 62.2 66.8 4.6 66.2 66.8 0.6 No
Hosking Avenue: Wible Road to SR 99 58.5 62.8 4.3 62.1 62.8 0.7 No
Hosking Avenue: SR 99 to South H Street 66.1 70.6 4.5 69.3 70.6 1.3 No
Hosking Avenue: South H Street to Union Avenue (SR 204) 55.8 59.4 3.6 58.5 59.4 0.9 No
Hosking Avenue: Union Avenue (SR 204) to Cottonwood Road 56.6 61.2 4.6 60.4 61.2 0.8 No
Taft Highway (SR 119): Ashe Road to Stine Road 64.1 65.9 1.8 65.9 65.9 0.0 No
Taft Highway (SR 119): Stine Road to Akers Road 64.1 66.3 2.2 66.1 66.3 0.2 No
Taft Highway (SR 119): Akers Road to Wible Road 64.1 66.4 2.3 66.2 66.4 0.2 No
Taft Highway (SR 119): Wible Road to South H Street 64.8 66.3 1.5 66.3 66.3 0.0 No
Taft Highway (SR 119): South H Street to Chevalier Road 65.4 66.8 1.4 66.6 66.8 0.2 No
City of Bakersfield Section 4.10. Noise
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Roadway Name/Segment
Traffic Noise Level, dB CNEL1
Cumulatively
Considerable?
2014
No Project
2035
With Project Change
2035
No Project
2035
With Project Change
Panama Road: Chevalier Road to Cottonwood Road 64.5 66.2 1.7 66.0 66.2 0.2 No
South H Street: White Lane to Pacheco Road 62.2 62.9 0.7 62.7 62.9 0.2 No
South H Street: Pacheco Road to Fairview Road 65.7 66.8 1.1 66.4 66.8 0.4 No
South H Street: Fairview Road to Panama Lane 65.7 67.1 1.4 66.6 67.1 0.5 No
South H Street: Panama Lane to Hosking Avenue 59.9 63.9 4 63.0 63.9 0.9 No
South H Street: Hosking Avenue to McKee Road 60.6 65.9 5.3 64.9 65.9 1.0 No
South H Street: McKee Road to Taft Highway (SR 119) 62.3 66.0 3.7 65.3 66.0 0.7 No
Cottonwood Road: Hosking Avenue to Panama Lane 62.0 65.2 3.2 65.1 65.2 0.1 No
South Union Avenue (SR 204): White Lane to Pacheco Road 68.3 70.1 1.8 70.0 70.1 0.1 No
South Union Avenue (SR 204): Fairview Road to Panama Lane 60.5 62.9 2.4 62.6 62.9 0.3 No
South Union Avenue (SR 204): Panama Lane to Hosking Avenue 64.9 68.0 3.1 67.7 68.0 0.3 No
South Union Avenue (SR 204): Hosking Avenue to Panama Lane 65.6 69.7 4.1 69.6 69.7 0.1 No
South Union Avenue (SR 204): Pacheco Road. to Fairview Lane 66.3 68.1 1.8 67.8 68.1 0.3 No
Notes: 1 At a typical residential setback (assumed to be 75 feet from the center of the roadway).
dB CNEL = decibels Community Equivalent Noise Level
SR = State Route
Source: Appendix J
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Section 4.11
Public Services and Utilities
4.11.1 Introduction
This section discusses the existing public services and utilities in the project area
and examines impacts related to capacity or potential deficiencies in public
services and utilities that could occur with project approval and implementation.
The assessment of impacts is based on the project’s potential to result in physical
environmental effects on existing public services or utilities and/or any proposed
new or expanded public services or utilities. Project impacts on schools and parks
were determined to be less than significant in the initial study/notice of
preparation (Appendix A) and are not discussed in this section.
4.11.2 Environmental Setting
Public services and utilities in the area that could be affected by the proposed
project include fire protection and emergency services, police protection and law
enforcement services, wastewater treatment facilities, stormwater drainage
facilities, water supply services, solid waste services, and energy supplies.
Existing public services and utilities that serve the project area include Kern
County Fire Department (KCFD); City of Bakersfield Fire Department (BFD);
Kern County Emergency Medical Services (County EMS); Bakersfield Police
Department (BPD); Kern County Sheriff’s Office (Sheriff’s Office); Bakersfield
Department of Public Works (BDPW), Solid Waste and Wastewater Divisions;
Kern County Waste Management Department (County Waste Management
Department); City of Bakersfield Water Resources Department (City Water
Resources Department); and Pacific Gas and Electric Company (PG&E).
4.11.2.1 Fire Protection and Prevention and Emergency
Services
Fire protection, prevention, and emergency services for the Metropolitan
Bakersfield area are provided through joint implementation measures between
the County of Kern and the City of Bakersfield (City). KCFD would be the first
respondent to the project area. In the event that the primary responding engine is
unable to respond, the next available and closest unit would be sent, which may
include units from BFD. Services provided by KCFD, BFD, and County EMS
are discussed below.
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Kern County Fire Department
KCFD provides the primary fire and rescue response within the project area and
to more than 500,000 people in the unincorporated areas of Kern County and the
cities of Arvin, Delano, Maricopa, McFarland, Ridgecrest, Shafter, Taft,
Tehachapi, and Wasco. KCFD protects an area that covers more than
8,000 square miles and includes regional transportation corridors such as
Interstate 5 and State Route (SR) 99.
KCFD staffs 46 full-time fire stations that are broken into seven battalions for
operational management. Each battalion covers a large geographical area and
includes five to eight fire stations. The proposed project is in Battalion 4, which
covers the southern portion of the unincorporated Bakersfield area. The battalion
includes six fire stations, covering Lamont, Greenfield, Old River, Edison, and
the southeastern Bakersfield area (Kern County Fire Department 2012).
KCFD Station No. 52, which is 1.4 miles south of the project site at 312 Taft
Highway, would be the primary responder to the project area. The station has a
response area of 65 square miles.
City of Bakersfield Fire Department
BFD provides fire suppression services, emergency medical services, swift-water
response services, hazardous materials regulation, aggressive fire prevention and
safety education, disaster preparedness training, and a technical rescue team (City
of Bakersfield and Kern County 2002). BFD also has a hazardous materials
response team, which consists of at least four firefighters who are trained to
specialist level (Federal Emergency Management Agency 2005).
BFD currently operates 15 fire stations. The closest station, BFD Station No. 13,
is approximately 1.7 miles west of the project site. The next closest is Station
No. 5, which is 2.4 miles north of the project site. Station No. 14 is in the project
vicinity as well, approximately 5.2 miles to the west. These fire stations would be
able to respond, when necessary, to service calls that originate from the project
site.
Emergency Medical Services
County EMS is the lead agency for medical services in Kern County. System
participants in the county include the public, fire departments, ambulance
companies, hospitals, emergency medical technicians (EMTs), and other
emergency service providers. In addition, County EMS provides certification for
EMTs, paramedics, specialized nurses, and specialized dispatchers. County EMS
provides rapid response to serious medical emergencies, including day-to-day
emergencies as well as disaster-related medical response situations. County EMS
also has a preventative health care function.
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The range of responsibility for County EMS involves the following:
Public safety dispatch services;
Fire services;
Private ground and air ambulance response, treatment, and transport services;
Law enforcement agencies;
Hospitals and specialty care centers;
Training institutions and programs for County EMS personnel;
Managed care organizations;
Preventative health care; and
Citizen and medical advisory groups (County EMS 2015).
Wildfire Potential
According to the maps prepared by the California Department of Forestry and
Fire Protection (CAL FIRE), the project site is within a Local Responsibility
Area with an “unzoned” fire hazard severity zone. CAL FIRE has determined
that Kern County does not contain Very High Fire Hazard Severity Zones in a
Local Responsibility Area. As such, all of Kern County is designated “unzoned”
on the Fire Hazard Severity Zone map. Moreover, the land surrounding the
project site is within a Local Responsibility Area with an “unzoned” fire hazard
severity zone (CAL FIRE 2015).
4.11.2.2 Police Protection
Police protection for the Metropolitan Bakersfield area, including the project site,
is provided by BPD and the Sheriff’s Office. Their respective services and
facilities are discussed below.
City of Bakersfield Police Department
BPD provides police protection and law enforcement services in the project area.
Central headquarters is at 1601 Truxtun Avenue in Bakersfield, approximately
6.4 miles north of the project site.
BPD operates out of three main divisions: Support Services Division,
Investigations Division, and Operations Division. Each division is responsible for
various duties within the department. The Support Services Division’s main
responsibility is to provide community outreach and support the rest of BPD by
planning for future needs and developing officer-training programs. The
Investigations Division’s primary duty is to investigate crimes, including crimes
related to homicide, robbery, domestic violence, burglary, auto theft, and
narcotics. The Operations Division’s primary duties include traditional police
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activities, such as patrolling, responding to requests for assistance, and enforcing
traffic regulations (Bakersfield Police Department 2015).
Central headquarters for BPD is a full-service police station that houses
operations, traffic, animal control, investigation, and support services. This
station serves the area east of SR 99, from the Kern River floodplain to SR 119
(Taft Highway). In addition, the Westside Substation, at 1301 Buena Vista Road,
has personnel who provide service to the area west of SR 99, from Snow Road to
Taft Highway.
Kern County Sheriff’s Office
The County Sheriff’s Department supplements BPD’s services. Both agencies
maintain a Mutual Aid Agreement that is carried out under the California Master
Mutual Aid Agreement Plan, as codified under the California Mutual Aid Act.
The act requires all public service agencies and departments, political
subdivisions, and municipal corporations to be made available to each other to
provide services for relief against natural disasters, fires, rescues, riots, and crime
(State of California 2014).
The sheriff is the county’s chief law enforcement officer. In addition to providing
police services to the unincorporated portions of the county, the sheriff is
responsible for overseeing the jail system, providing bailiff and prisoner
transportation service to the courts, search and rescue services, coroner services,
and civil processes (e.g., serving papers for lawsuits).
The County Sheriff’s Office has 1,202 sworn and civilian employees
(i.e., 567 authorized deputies who are deployed in patrol, substation, detective,
court services, and special investigations units; 338 deputies who are deployed in
detention facilities; and 297 men and women who make up the professional
support staff, which is assigned throughout Kern County) (Kern County Sheriff’s
Office 2015).
4.11.2.3 Wastewater
BDPW, Wastewater Division, provides wastewater service to the city of
Bakersfield and is funded by sewer service charges and connection fees. BDPW
provides wastewater treatment service to the city from two treatment plants, Plant
No. 2 and Plant No. 3. The proposed project is within the service boundary of
Treatment Plant No. 3, located at 6901 McCutchen Road, approximately
2.8 miles west of the project site. The City completed upgrades to and expansion
of Plant No. 3 in June 2010, which involved expanding the plant’s dry-weather
average flow capacity of 16 million gallons per day (mgd) to 32 mgd, with
provision for future expansion to 64 mgd. The upgrades also included secondary
and tertiary treatment processes, odor control systems, a new operations building,
and a new maintenance shop. The plant has a current daily average flow of up to
17.2 mgd and a maximum flow of 18.4 mgd (Roldan pers. comm.).
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There are currently no major trunk lines that traverse the project site or areas
adjacent to the project site. A 48-inch trunk line that transfers wastewater to Plant
No. 3 is located under Hosking Avenue; it terminates approximately 2,000 feet
east of the project site. As part of expansion of wastewater treatment capacity,
the City will also expand its wastewater collection system. This includes
extending the trunk lines in the vicinity of the project site, allowing the site and
areas that have been recently annexed by the City to connect to the extended lines
(Parsons Corporation 2006).
4.11.2.4 Water Supply
Water for the project site would be provided by Greenfield County Water District
(GCWD), which receives its current water from canal seepage water from Kern
Delta Water District (KDWD). Their respective services and capabilities are
discussed below. The project site does not currently support any uses that require
water.
Greenfield County Water District
The proposed project would be served water by the GCWD. GCWD is a
California water supplier providing water to 2,860 single- and multiple-family
residential customers and 29 commercial/institutional accounts as of December
2014. GCWD serves approximately 2 to 3% of the Bakersfield population.
The GCWD service area is 201 acres (3.15 square miles), 1,235 acres (2.07
square miles) of which are developed with residential and commercial land uses,
along with schools and institutional land uses. Undeveloped land in the GCWD
service area is primarily farmland, although GCWD has no agricultural
customers. Total land within the service area is 3,919 acres (6.12 square miles).
Most of the 85-acre project site is already within the GCWD service area.
Approximately 17 acres at the southern end of the project site are proposed for
annexation into the GCWD service area. As required by California law, a
proposed annexation must also be approved by the Kern County Local Agency
Formation Commission (LAFCO). A Municipal Services Review is under
preparation relating to the pending annexation, and a draft annexation application
has been submitted to LAFCO for a pre-filing review and comment. GCWD, not
the property owner(s), is the applicant for annexation. Should LAFCO deny the
annexation, an alternative water supply sufficient for the life of the project must
be identified and secured for the project, and would require approval from the
alternative water supplier and the City.
Groundwater is the primary source of municipal water supply from GCWD.
GCWD currently extracts 100% of its water supply from five groundwater wells
that pump native groundwater and stores water in four water storage tanks
located within its service area based on GCWD’s appropriative and prescriptive
groundwater rights. This water is currently used for the GCWD’s primary water
supply.
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However, there are secondary surface water supplies that are delivered to the
groundwater aquifer in the form of surface water seepage, received by GCWD in
order to offset the needs of the district. As part of an Urban Customer Service
Agreement, GCWD receives 100% of the surface water seepage losses from the
Kern Island Canal system (through the portion of the Kern Island Main and
Central Canals from KDWD) as groundwater recharge to maintain groundwater
aquifer levels and to supplement supplies (Urban Customer Service Agreement
Amendment, effective January 1, 2014). This water would be used only during
times of water shortages.
Kern Delta Water District
The KDWD service area is 129,000 acres (201.5 square miles), 89,212 acres of
which make up the historical utility service areas of five former canal companies,
with about 35,615 acres in non-utility areas. Roads and rights-of-way cover
approximately 4,133 acres within the district, leaving about 124,867 acres
(typically rounded to 125,000 acres) available for agriculture or other
development.
KDWD manages three water sources: groundwater, imported water, and local
surface water. Surface water is provided to agricultural customers to supplement
groundwater pumping by individual landowners. Pumped groundwater
supplements this demand. Additionally, KDWD has acquired imported State
Water Project (SWP) water rights and obtains other water sources as available
through various contracts and exchanges (Kern Delta Water District 2013).
Groundwater provides most of the municipal supply for KDWD, which is
replenished locally from natural recharge, canal seepage, spreading basins, and
recycled water. In addition, KDWD recharges water on behalf of small
community water systems including GCWD to maintain groundwater levels and
support municipal pumping. In this capacity, KDWD has served as a municipal
and industrial wholesaler for groundwater replenishment.
KDWD owns and operates approximately 814 acres of spreading basins
throughout its service area to allow for groundwater replenishment. These basins
have been constructed since 2003 as part of a joint project with the Metropolitan
Water District of Southern California (MWD). Although these facilities were
constructed to support the KDWD banking arrangement with MWD, KDWD
also operates these facilities for local groundwater replenishment and storage of
excess surface water when available. Basins have been constructed or are under
construction at seven locations in Kern Island, Buena Vista, Stine, Farmers, and
Eastside service areas.
KDWD participates in several of the formal banking projects along the Kern
River to optimize its use of water sources and provide overdraft protection of the
groundwater system. From 1995 through 2006, KDWD banked approximately
63,660 acre-feet of excess SWP water, Central Valley Project water, and high-
flow Kern River water in Berrenda Mesa, Pioneer Project, COB 2800, and Kern
Water Bank. Of that amount, approximately 23,670 acre-feet were banked for
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subsequent recovery and approximately 39,990 acre-feet were banked for
overdraft protection.
4.11.2.5 Solid Waste
Solid waste collection services (residential and commercial) are provided within
the city by BDPW, Solid Waste Division, and contracted private haulers. In the
unincorporated area, a County-franchised hauler is used. All solid waste
generated in the area is disposed of in Kern County–operated landfills (City of
Bakersfield and Kern County 2002).
BDPW, Solid Waste Division, would provide solid waste disposal services to the
proposed project. In addition to providing landfill services, BDPW, Solid Waste
Division, operates a recycling program for newspapers, cardboard, junk mail,
office paper, magazines, aluminum cans, tin cans, clear glass, green glass, brown
glass, and plastic bottles. Construction materials can be recycled at the Mount
Vernon Recycling Center. The materials will be processed and reused in
construction or improvement projects (City of Bakersfield 2015).
The Metropolitan Bakersfield area is served primarily by two landfills. The
proposed project would be served by the Bakersfield Metropolitan (Bena)
Sanitary Landfill, which is operated by the County Waste Management
Department. The facility is approximately 14 miles east of the project area at
2951 Neumarkel Road in Caliente, California. As of July 2013, the Bena landfill
had a maximum permitted capacity of 53,000,000 cubic yards and a remaining
capacity of 32,808,260 cubic yards, or 62% (CalRecycle 2014). The maximum
permitted volume of waste per day is 4,500 tons.
4.11.2.6 Energy
PG&E, the electricity and gas provider in Kern County, has a diverse power
production portfolio, composed of a variety of renewable and non-renewable
sources. Energy production typically varies by season and by year, depending on
hydrologic conditions. Regional electricity loads also tend to be higher in the
summer because higher summer temperatures drive increased demand for air-
conditioning. In contrast, natural gas loads are higher in the winter because the
colder temperatures drive increased demand for natural gas heating.
Natural Gas
Natural gas supplies to California are expected to remain plentiful for the next
several decades. The total resource base (i.e., gas that is recoverable with today’s
technology) for the lower 48 states is estimated to be about 975 trillion cubic
feet, enough to continue current production levels for more than 50 years.
Technology enhancements will continue to enlarge this resource base; however,
production capacity increases remain less certain. Despite this concern,
production in the continental United States will grow steadily, jumping 56%
between 2012 and 2040 (EIA 2014).
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The project site is within the service area of PG&E, which serves its 16 million
customers through 70,000 miles of natural gas transmission and distribution lines
(PG&E 2015a). The gas supply for the project site would come from the Kern
River Corridor, which receives gas from suppliers in the Rocky Mountains. A
new natural gas pipeline and new regulator station near the corner of Ashe Road
and Berkshire Road, 2.6 miles east of the project site, completed construction in
November 2014 (PG&E 2014). The new pipeline and upgraded equipment will
work together to meet the growing demand for natural gas service and increase
reliability for the area.
PG&E has existing natural gas infrastructure within the project area that can
serve future development on the site. This existing infrastructure is limited to
small distribution lines; pipelines are available in areas that are adjacent to the
project site. The closest point of connection is located east of the intersection of
Berkshire Road and South H Street.
Electricity
PG&E provides electrical power as far north as the city of Eureka and as far
south as the city of Bakersfield. The electrical power that PG&E distributes is
derived from the company’s generating plants, which use hydropower, gas-fired
steam, or nuclear energy. Power can also be purchased from out-of-state
generators. The electricity is carried in bulk over a network, or “grid,” of high-
voltage transmission lines that connect power plants to substations. Substations
use transformers to “step down” the voltage of the electricity to lower levels that
can be used by consumers, such as residents and businesses (PG&E 2015b).
PG&E currently has power lines in the vicinity of the project site that meet
existing demand. There is no need for additional infrastructure (such as a new
substation) to supply the proposed project with electricity.
4.11.2.7 Abandoned Utilities
As described in the proposed project’s Phase I Environmental Site Assessment
(Appendix I), abandoned underground utilities have been found near the project
site. Although the project site is not within an oil field, a plugged and abandoned
Shell Western E & P–owned dry well (Shell-KCY Dennen) is approximately
0.25 mile west of the project site, plugged and abandoned Texas Crude
Exploration–owned oil well (Delfino) is approximately 0.5 mile west of the
project site, plugged and abandoned Amoco Production Company–owned well
(M.G. Davis) is approximately 0.75 mile southwest of the project site, and the
plugged and abandoned Shell Western E & P–owned well (Shell-KCY Andre) is
approximately 0.75 mile northwest of the project site. Otherwise, existing or
former plugged/abandoned, shut-in, water injection, or producing oil or gas wells
are not and have not previously been associated with the project site.
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4.11.3 Regulatory Setting
4.11.3.1 California State Bill 610
In accordance with the requirements of Senate Bill 610, effective January 1,
2002, a Water Supply Assessment (WSA) is required for any development
project, as defined in Water Code Section 10912, that is subject to the California
Environmental Quality Act (CEQA). Any such project requires a city or county
to consider a WSA to determine whether projected water supplies will be able to
meet the project’s anticipated water demand. The proposed project meets the
definition of a project in California Water Code Section 10912 because it
includes commercial development that exceeds 500,000 square feet.
4.11.3.2 Sustainable Groundwater Management Act
On September 16, 2014 Governor Edmund G. Brown, Jr. signed historic
legislation to strengthen local management and monitoring of groundwater basins
most critical to the state’s water needs. The three bills, Senate Bill 1168 (Pavley),
Assembly Bill 1739 (Dickinson), and Senate Bill 1319 (Pavley), together make
up the Sustainable Groundwater Management Act (SGMA). The act will
establish phased requirements for high- and medium-priority basins to adopt
groundwater sustainability plans, depending on whether or not a basin is in
critical overdraft. It will require adoption of groundwater sustainability plans by
January 31, 2020, for all high- or medium-priority basins in overdraft condition
and by January 31, 2022 for all other high- and medium-priority basins unless
legally adjudicated or otherwise managed sustainably.
The California Department of Water Resources (DWR) implemented the
California Statewide Groundwater Elevation Monitoring (CASGEM) Program in
response to legislation enacted in California’s 2009 Comprehensive Water
package. As part of the CASGEM Program and pursuant to the California Water
Code (CWC §10933), DWR is required to prioritize California groundwater
basins, so as to help identify, evaluate, and determine the need for additional
groundwater level monitoring.The CASGEM Groundwater Basin Prioritization
Basin Score determined the Kern County Subbasin to be a High Priority Basin
and to have an overall basin ranking score of 22.5. Basin impacts used to
determine this ranking are subsidence, overdraft, and water quality degradation
(Appendix D).
The SGMA established a new structure for managing California’s groundwater
resources at a local level. The SGMA requires, by June 30, 2017, the formation
of locally controlled Groundwater Sustainability Agencies (GSAs), which must
develop Groundwater Sustainability Plans in Bulletin 118-defined groundwater
basins or subbasins that were designated by DWR as medium or high priority. As
a result of the Kern County Subbasin’s high-priority basin status, a GSA will
need to be formed by local agencies for the subbasin, and DWR will need to be
notified by June 30, 2017. GCWD will likely be a member of the GSA, once it is
formed.
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4.11.3.3 Executive Order B-29-15
On April 1, 2015, California Governor Edmund G. Brown, Jr. issued Executive
Order B-29-15 as part of the State of Emergency actions due to severe drought
conditions. The Order states that the State Water Resources Control Board shall
impose restrictions to achieve a statewide 25% reduction in potable urban water
usage through February 28, 2016. These restrictions will require water suppliers
to California’s cities and towns to reduce usage compared to the amount used in
2013. These restrictions should consider the relative per capita water usage of
each water supplier’s service area, and require that those areas with high per
capita use achieve proportionally greater reductions than those with low use.
GCWD is considered to be a small water supplier (serving fewer than 3,000
connections), which are required to either reduce water use by 25%, or restrict
outdoor irrigation to no more than two days per week. These smaller urban
suppliers, that collectively serve less than 10% of Californians, must submit a
report on December 15, 2015 to demonstrate compliance (Appendix D).
4.11.3.4 California Integrated Waste Management Act
In response to a serious disposal crisis in 1989, the California Integrated Waste
Management Act (Assembly Bill [AB] 939) was passed. Among other things,
AB 939 (Chapter 1095, Statutes of 1989) requires a 50% reduction in net solid
waste being disposed of in landfills. The purpose of AB 939 is to “reduce,
recycle, and re-use solid waste generated in the state to the maximum extent
feasible.”
4.11.3.5 Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan sets forth policies and goals for
public services and utilities. Those related to the proposed project are listed
below (City of Bakersfield and Kern County 2002).
General Utilities
Develop funding principles and programs that will ensure that all new
development will pay for the incremental costs of the public facilities and
services—utilities bridges, parks, and public safety facilities—both onsite
and offsite, to serve such development.
Require all new development to pay its pro rata share of the cost of necessary
expansion in municipal utilities, facilities, and infrastructure for which it
generates demand and upon which it is dependent.
Water Distribution
Ensure the provision of adequate water service to all developed and
developing portions of the planning area.
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Require that all new development proposals have an adequate water supply
available.
Sewer Service
Ensure the provision of adequate sewer service to serve the needs of existing
and planned development in the planning area.
Provide trunk sewer availability to and treatment/disposal capacity for all
metropolitan urban areas to enable cessation or prevention of the use of
septic tanks where such usage creates potential public health hazards or may
impair groundwater quality and assist in the consolidation of sewerage
systems. Provide sewer service for urban development regardless of
jurisdiction.
Define benefit-related areas in which appropriate development fees will be
assessed or assessment districts will be established to defray the costs of the
wastewater collection, treatment, and disposal facilities necessary to serve
such areas.
Solid Waste
Ensure the provision of adequate solid waste disposal services to meet the
demand for these services in the planning area.
Comply with, and update as required, the adopted county solid waste
management plan.
Police and Fire
Ensure that the Metropolitan Bakersfield area maintains a high level of
public safety for its citizenry.
Ensure that adequate police and fire services and facilities are available to
meet the needs of current and future metropolitan residents through the
coordination of planning and development of metropolitan police and fire
facilities and services.
Require discretionary projects to assess impacts on police and fire services
and facilities.
4.11.4 Impacts and Mitigation
Potential impacts on public service agencies and utility services that could result
from implementation of the proposed project are discussed below.
4.11.4.1 Methodology
The potential impacts associated with the proposed project are evaluated on a
quantitative and qualitative basis through coordination with respective service
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agencies. Existing demand is compared with demand associated with the
proposed project, and the difference is analyzed to determine if a significant
impact would occur. Significant impacts would occur if the proposed project
were to result in physical impacts from any proposed or needed expansion of or
upgrade to public facilities or utilities or an insufficient capacity, supply, or
conveyance of utilities. Utility demand was estimated using the generation and
consumption factors discussed below.
Wastewater generation rates estimate the amount of wastewater, such as sewage
or bath water, produced from individual land uses associated with a proposed
project. Estimates for the proposed project relied on the wastewater generation
factors provided in the L.A. CEQA Thresholds Guide (2006). However,
wastewater generation rates were not available for all of the individual types of
land uses. As such, the Commercial Use generation rate of 80 gallons per day
(gpd) per 1,000 gross square feet was used to estimate wastewater generation
from the various commercial land uses proposed as part of the project, including
the theater, several restaurants, and anchor stores.
Water demand rates estimate the amount of water required by individual uses
related to a proposed project per year. These rates are calculated by using average
water demand rates, in gpd, for the total area of development. Individual land
uses are broken down into retail, hotel, landscaping, and contingency land uses
because each land use has a different annual water demand. More information
regarding water demand rates can be found in the administrative draft of the
Water Supply Assessment for the SR 99/Hosking Commercial Center Project
prepared by ICF International in 2015 (Appendix D).
Solid waste generation rates estimate the amount of waste created by residences
or businesses over a certain amount of time (e.g., day, year). Waste generation
rates include all discarded materials, regardless of recycling or disposal in a
landfill at a later date. Waste generation rates for commercial activities can be
used to estimate the impact of new developments on the local waste stream
(CalRecycle 2015a). According to the solid waste generation rates provided by
CalRecycle, it is estimated that commercial uses generate 13 pounds of waste per
day for every 1,000 square feet of development (CalRecycle 2015b).
Natural gas and electricity demand rates estimate the amount of energy required
by each individual land use of a project per year. These rates are based on
CalEEMod utility consumption rates (Appendix F), which in turn rely on the
California Energy Commission–sponsored California Commercial End Use
Survey and Residential Appliances Saturation Survey.
4.11.4.2 Criteria for Determining Significance
The criteria for determining the significance of impacts related to public services
and utilities are based on criteria contained in Appendix G of the State CEQA
Guidelines.
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The proposed project could have a significant impact on the environment if it
would result in any of the following:
a) Result in substantial adverse physical impacts associated with the provision
of new or physically altered governmental facilities or a need for new or
physically altered governmental facilities, the construction of which could
cause significant environmental impacts, to maintain acceptable service
ratios, response times, or other performance objectives for any of the
following public services:
i. Fire protection,
ii. Police protection,
iii. Schools,
iv. Parks, or
v. Other public facilities;
b) Exceed the wastewater treatment requirements of the applicable Regional
Water Quality Control Board;
c) Require or result in the construction of new water or wastewater treatment
facilities or expansion of existing facilities, the construction of which could
cause significant environmental effects;
d) Require or result in the construction of new stormwater drainage facilities or
expansion of existing facilities, the construction of which could cause
significant environmental effects;
e) Have insufficient water supplies available to serve the project from new or
expanded entitlements;
f) Result in a determination by the wastewater treatment provider that serves or
may serve the project that it has inadequate capacity with respect to serving
the project’s projected demand in addition to the provider’s existing
commitments;
g) Be served by a landfill with insufficient permitted capacity to accommodate
the project’s solid waste disposal needs;
h) Fail to comply with federal, state, and local statutes and regulations related to
solid waste; or
i) Result in the wasteful, inefficient, and unnecessary consumption of energy.
Thresholds a.iii, a.iv, and a.v were evaluated during the initial study process. It
was determined that less-than-significant impacts related to schools, parks, and
other public facilities would result with project implementation. As such, these
impacts are not evaluated below. For a detailed discussion, refer to Appendix A.
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4.11.4.3 Project Impacts
Impact PS-1. The proposed project would not result
in substantial adverse physical impacts associated
with the provision of new or physically altered fire
protection facilities or a need for new or physically
altered fire protection facilities, the construction of
which could cause significant environmental impacts,
to maintain acceptable service ratios, response times,
or other performance objectives for fire protection
services.
According to the maps prepared by CAL FIRE, the project site is within a Local
Responsibility Area with an “unzoned” fire hazard severity zone. CAL FIRE has
determined that Kern County does not contain designated Very High Fire Hazard
Severity Zones in a Local Responsibility Area. As such, all of Kern County is
designated “unzoned” on the Fire Hazard Severity Zone map. Similarly, the land
surrounding the project site is within a Local Responsibility Area with an
“unzoned” fire hazard severity zone (CAL FIRE 2015).
Construction and operation of the project would not increase the risk of wildfires
in the area. The project site is currently privately owned vacant land, bordered by
existing residential development to the east and SR 99 to the west. Land to the
north and south is vacant and undeveloped. As discussed under the
Environmental Setting section, CAL FIRE has determined that Kern County does
not contain designated Very High Fire Hazard Severity Zones in a Local
Responsibility Area and has indicated that the project site is within a Local
Responsibility Area with an “unzoned” fire hazard severity zone. Kern County
does not contain areas that are designated as Very High Fire Hazard Severity
Zones in a Local Responsibility Area and is therefore considered “unzoned”
(CAL FIRE 2015). Accordingly, the project is not expected to expose people or
structures to a significant risk of loss, injury, or death involving wildland fires.
Therefore, impacts related to wildfires would be less than significant.
The onsite workforce for assembly and construction would consist of laborers,
electricians, supervisory personnel, support personnel, and construction
management personnel. The presence of construction workers would be a
temporary occurrence. Operation of the project would provide longer term
employment opportunities in the area. The presence of construction and
operational personnel would result in increased demand for fire protection and
emergency response services on the project site, both for fire suppression and
medical emergencies.
As previously stated, KCFD Station No. 52 would provide primary fire
suppression and emergency medical services (along with County EMS) at the
project site. Station No. 52 is about 1.4 miles south of the site in the city of
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Bakersfield. The project, which would include emergency access routes and other
safety features, would incorporate plans for fire protection. Under the project, the
project proponent would pay development fees for fire protection infrastructure
and services determined necessary according to the county’s assessment
formulas. Therefore, because the payment of development impact fees is
required, no mitigation is needed. In addition, a development agreement would
be entered into between the City and the project applicant, requiring a fair-share
contribution to pay for increased demand for BFD and emergency response
services. The contribution would be used by BFD to ensure that adequate fire
station facilities, equipment, and department personnel are available to serve the
project area and maintain current response times. These implementation
programs would also be used to maintain funding for County EMS and standing
agreements with public and private agencies regarding mutual emergency aid.
As part of the approval process, the proposed project would be required to
conform to the Uniform Fire Code and the City of Bakersfield Municipal Code,
Sections 15.64.010 to 15.64.480. These codes require projects to include specific
design features, thereby ensuring sufficient water pressure for fire flows,
appropriate emergency access, and the use of approved building materials.
Conformance with these codes helps to reduce the risks associated with fire
hazards and related emergencies. Accordingly, all construction plans would be
approved by the fire marshal or an appropriate representative to ensure that all
fire code requirements are incorporated into the proposed project. Mitigation
measure MM PS-1 will ensure that water flow for firefighting purposes would be
sufficient. Therefore, because mandatory development impact fees would be paid
to offset any project-related fire protection and emergency service impacts and
MM PS-1 would ensure sufficient water for firefighting, impacts would be less
than significant.
Mitigation Measures
MM PS-1: Adequate Fire Flows. Before start of construction, a fire flow test
shall be required to demonstrate availability of 2,000 gallons of water per minute
at 20 pounds per square inch over a 4-hour period.
Level of Significance after Mitigation
Impacts would be less than significant.
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Impact PS-2. The proposed project would not result
in substantial adverse physical impacts associated
with the provision of new or physically altered police
protection facilities or a need for new or physically
altered police protection facilities, the construction of
which could cause significant environmental impacts,
to maintain acceptable service ratios, response times,
or other performance objectives for police protection
services.
The proposed project would not result in significant adverse impacts on police
and law enforcement services. The proposed project has no residential
components that would increase the population, thereby resulting in a demand for
additional staff members to maintain an appropriate personnel-per-capita ratio.
According to BPD, given the number of service calls at similar commercial and
retail sites, the proposed project would result in an increased need for police
officers in the regional area (Lyle Martin pers. comm.). However, the proposed
project would not require the construction of a new police station, expansion of
an existing police station, or substantially lower the personnel-to-resident ratios
in the city.
As part of the proposed project, prior to approval of tentative tract maps or
recordation of final maps, the applicant would be required to pay development
impact fees to the City that would be used for hiring new law enforcement
personnel and purchasing additional equipment. The fee would be made under
the authority of a development agreement and as a condition of approval. The
development agreement would define the appropriate funding mechanism.
The applicant would be required to incorporate design features consistent with
BPD’s Crime Prevention Unit and BPD’s recommendations for project safety
components. In addition, a security camera system with monitoring capabilities
would be required as part of the development review and tentative tract map
approval process (Lyle Martin pers. comm.). The proposed project would
undergo site plan review by the City Planning Department and BPD to ensure
that it incorporates design elements that improve public safety. These include
lighting standards for streets and parks, landscaping that does not hinder the
visibility of doors and windows, fencing and lighting that direct foot traffic, well-
lit entrances to store fronts, planning considerations and the elimination of traffic
hazards during the proposed project’s site design processes, and preventing the
creation of unintentionally isolated locations for individuals who are engaged in
retail activities or moving within or around the project site. Incorporation of these
project elements would ensure that impacts on police services would be reduced
to a less-than-significant level. Therefore, because development impact fees
would be paid to offset any project-related police protection and law enforcement
service impacts and design features would be incorporated during the
development plan review and approval process, no mitigation is required.
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Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact U-1. The proposed project would not exceed
wastewater treatment requirements of the applicable
Regional Water Quality Control Board.
The proposed project would be designed to be fully compliant with existing
wastewater treatment requirements of the Central Valley Regional Water Quality
Control Board. The proposed project would be connected to the sanitary sewer
system, and wastewater would be removed by domestic sewer systems that
would be installed as part of the project. These flows would be treated at BDPW
Plant No. 3, which operates at approximately 54% of capacity (Roldan pers.
comm.). In addition, permanent stormwater best management practices would be
required to help ensure that site runoff would be minimized and treated, resulting
in no adverse effects on existing water quality in the area. Therefore,
implementation of the proposed project would not violate the wastewater
treatment requirements of the Central Valley Regional Water Quality Control
Board (see the analysis under Impact U-2 for further discussion regarding
treatment capacity at Plant No. 3).
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact U-2. The proposed project would not require or
result in the construction of new water or wastewater
treatment facilities or expansion of existing facilities,
the construction of which could cause significant
environmental effects.
Potable and irrigation water would be supplied to the project site by GCWD.
Wastewater from the proposed project would be treated by BDPW. The
construction and operational impacts of the proposed project on water and
wastewater facilities are discussed in more detail below.
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Water Facilities
During construction of the proposed project, water needed for construction would
be provided through existing water lines on the site. Dust suppression would
require daily watering with the use of water trucks; however, the water usage
during construction would be short term. In addition, the water would be trucked
to the site and would not require new or expanded water conveyance facilities.
During operation of the proposed project, project water demands would be met
through GCWD’s existing groundwater rights from native aquifer supplies, as
well Mr. Giumarra’s overlying groundwater rights for the same aquifer that will
be pumped from GCWD wells (page 1 of Appendix D). An Agreement for
Overlying Lands in which GCWD acts as an agent will be executed to allow
GCWD to utilize John Giumarra’ s Overlying Groundwater Rights as a
landowner, which would then require new wells to be drilled.
There is currently no water use on site. Therefore, the project’s water demand
would all be new water demand for the project site. Table 4.11-1 shows the
estimated water demand with the proposed project. With a water demand of
376.4 acre-feet per year, no additional offsite water infrastructure would be
required (GCWD 2015). Impacts related to water infrastructure would be less
than significant.
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Table 4.11-1. Projected Annual Water Demand by the Proposed Project
Land Use Area of Development Water Demand Rate (gpd) per Unit Acre-Feet per Year per Unit Gallons per Day Acre-Feet per Year
Retail (square feet)1 800,000 0.346 0.00039 276,800 310.3
Hotel (square feet)2 78,000 0.273 0.00031 21,320 23.9
Landscaping
(acres)3
4 0 2.0000 7,137 8.000
Contingency4 10% 0 0 30,510 34.2
Total: 335,767 gpd 376.4 AFY*
Notes:
*Parking spaces would not require water.
GCWD = Greenfield County Water District; gpd = gallons per day; AFY = acre-feet per year.
1 Used water demand factors for Shopping Center in the GCWD Calculation of Single-Family Residence Equivalents for Water Service
2 Assumption: The proposed project includes a hotel in two separate facilities with approximately 240 rooms. The average area of a hotel room is 325 square
feet. This results in 78,000 square feet of proposed hotel space.
3 Pervious/landscaped areas would compose about 5% of the site. The GCWD stated in a response to an Info Request that proposed landscaped areas would
cover 4 acres (174,240 square feet).
4 A 10% contingency is included to provide additional buffer due to unforeseen circumstances. This results in a very conservative estimate considering that
the water demand factors are also considered to be conservative due to overestimating future growth.
Source: Water demand rates and AFY rates are based on 1995 water demand factors (GCWD Calculation of Single-Family Residence Equivalents for Water
Service) provided by the GCWD for the Water Supply Assessment for the SR 99/Hosking Commercial Center Project prepared by ICF International in
February 2015 (Appendix D).
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Wastewater Facilities
Wastewater treatment for onsite construction workers would be provided by
porta-potties, and stormwater best management practices would ensure that
runoff would not leave the site in large quantities or go untreated. No new
wastewater treatment facilities are proposed or would be required during the
construction phase.
Table 4.11-2 shows the projected amount of wastewater that would be generated
by the proposed project. The wastewater would be conveyed through the trunk
line under Hosking Avenue to BDPW Plant No. 3, which is located west of the
project site. The trunk line would be improved in order to serve the proposed
project and a project sewer study will be required as mitigation measure MM U-1
to ascertain the specific upgrade requirements. Moreover, Plant No. 3 operates at
approximately 54% of capacity (Roldan pers. comm.), leaving sufficient capacity
for the project as well as future projects. No construction of new water or
wastewater treatment facilities or expansion of existing treatment facilities would
be required. Impacts would be less than significant with mitigation.
Table 4.11-2. Projected Wastewater Generated by the Proposed Project
Land Use
Number of Units or Square
Feet of Development
Wastewater Generation
Rate (gpd)a
Expected Wastewater
Flow (gpd)
Mixed Commercial
and Retail* 800,000 80 gpd per 1,000 gross
square feet 64,000 gpd
Other: Hotel 240 rooms 130 gpd per room 31,200 gpd
Total: 95,200 gpdb
a Wastewater generation rates are based on values provided by the L.A. CEQA Thresholds Guide.
b Parking spaces would not generate wastewater.
*Wastewater generation rates were not available for all of the individual types of land uses. As such,
the Commercial Use generation rate was used to estimate wastewater generation from various
commercial land uses proposed as part of the project, including the theater, several restaurants, and
anchor stores.
gpd = gallons per day.
Source: City of Los Angeles 2006.
Mitigation Measures
MM U-1. Sewer Capacity. Prior to the issuance of building permits for the first
phase of development, or along with submittal of a tentative subdivision map,
whichever occurs first, the project proponent shall submit a comprehensive
Sewer Study to the City Engineer to determine and verify sufficient sewer
capacities downstream of the project. The developer shall construct additional
sewer infrastructure to accommodate sewer capacities as identified in the Sewer
Study to the satisfaction of the City Engineer.
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Level of Significance after Mitigation
Impacts would be less than significant.
Impact U-3. The proposed project would not require or
result in the construction of new stormwater drainage
facilities or expansion of existing facilities, the
construction of which could cause significant
environmental effects.
Given that the project site is undeveloped and generally permeable in its present
state, runoff from the current project site would be less than it would be under
developed conditions. However, there is currently no existing storm drain system
for the project area, which could result in substantial runoff in times of heavy
downpour compared with a developed condition that includes a comprehensive
storm drain system. The project would install a new stormwater drain system to
ensure that stormwater is conveyed, slowed, and treated onsite prior to discharge.
Onsite stormwater facilities would most likely consist of a series of catch basins
and surface drainage features that would convey water to an onsite sump where
stormwater would percolate into the ground. All development within the city is
required by ordinance to comply with an approved drainage plan that would
avoid onsite and offsite flooding, erosion, and siltation issues. Further discussion
of site drainage impacts is provided in Section 4.8, Hydrology and Water
Quality. Impacts would be less than significant.
Construction and installation of the storm drain system would result in temporary
air emissions, greenhouse gas (GHG) emissions, and noise from construction and
trenching equipment. These potential impacts are addressed in the air quality,
GHG emissions, and noise sections of this DEIR, respectively.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact U-4. The proposed project would have sufficient
water supplies available to serve the project from new
or expanded entitlements.
Construction
Water would be required during construction for activities, such as dust control
during grading and site preparation and concrete mixing and preparation.
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Potential for groundwater dewatering during construction is addressed in Section
4.8, Hydrology and Water Quality. Water usage during construction of the
proposed project is expected to be minimal and to occur intermittently during the
construction period. The proposed project would obtain its water supply for
construction from GCWD, and there would be sufficient supplies for use during
the construction period. Therefore, impacts on water supplies during construction
would be less than significant.
Operation
There is currently no water use on site. Therefore, the project’s water demand
would all be new water demand for the project site. As shown in Table 4.11-1,
the proposed project would create an estimated 376.4 AFY of new water demand.
This is approximately 12.6% percent of the Districts’ anticipated total system
demand of 3,346 AF in 2015, and 7.5% of overall treated water demands of
5,046 AFY by 2035 (Appendix D).
Table 4.11-3 compares GCWD current supplies (groundwater seepage) and
demands within the entire district, including those of the project. The WSA
concluded that GCWD would have sufficient water supplies to meet project
demands. Project demands would be met by current groundwater aquifer supplies
and the landowner’s overlying groundwater rights for the next 20 years, and
during dry years by using stored supplies of Kern River canal surface water
seepage purchased from KDWD. Therefore, GCWD will have sufficient water
supply to meet GCWD demands and project demands within the entire service
area for the duration of the WSA planning period. Groundwater levels would
continue to be monitored, and should levels begin to decline, alternative supplies
from the KDWD surface water seepage reserve bank or the landowner’s
overlying groundwater rights could be used to meet project demands while
maintaining sustainable groundwater levels within the native aquifer.
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Table 4.11-3. Greenfield County Water District Supply/Demand Comparison
with Project
Year
20154 2020 2025 2030 2035
Expected Demand with Project (AF) 2,970 3,771 4,196 4,621 5,046
Available Canal Surface Water Seepage (AF)1 4,500 +4,500 +4,500 +4,500 +4,500
Groundwater well aquifer (primary source)2, 3 2,970 3,395 3,820 4,245 4,670
Notes:
1 This is the volume of water that is available for GCWD to purchase each year. This volume is
cumulative, from 2008 through February 2015. GCWD has banked 21,642 AF. However, because
the total volume that is actually available in the aquifer is unknown, the annual maximum is
shown here (with a plus sign to show that it is additive) to maintain conservative assumptions and
provide a supply buffer.
2 Due to the un-adjudicated basin, quantification of actual water volumes within the native
groundwater aquifer is not required. However, it can be at least partially accounted for using
projected demands (which are based on historical annual extractions) and relatively stable
groundwater levels. In addition, surface water seepage from the Kern Island Canal helps to
recharge the basin and offset potential impacts of groundwater extractions and provide a reserve of
groundwater for future use.
3 The volume of available supply within the aquifer includes Giumarra’ s overlying groundwater
rights. The volume of water available via Mr. John Giumarra’s overlying groundwater rights is
currently unknown. Should GCWD secure an agreement and utilize these rights, groundwater
would be extracted from the five existing GCWD wells, and it would be monitored on a regular
basis.
4 The project is not expected to begin operation until 2017. Therefore, this demand volume is the
same as that without the project. Project demands will be approximately 3,346 AF in 2017.
AF = acre-feet
GCWD = Greenfield County Water District
To provide GCWD with additional water supplies, KDWD has agreed to
establish a new water supply agreement and provide additional water to meet the
needs of GCWD and meet other anticipated demand growth within the GCWD
service area. As part of the new agreement, KDWD will bank water for GCWD
through a groundwater basin by way of seepage via direct recharge in existing
spreading basins provided by KDWD for the benefit of the project area, as part of
KDWD’s groundwater banking program. KDWD operates a ground water-
banking program, in which water is recharged in the Kern Island Recharge Basin
and/or Kern Island Canal and banked for future extraction and use.
The exact time when this new agreement would be invoked is not certain because
the future demand estimate was based on an assumed growth rate. If demand
increases at a rate higher than expected, the new agreement could be invoked
earlier than 2030. Furthermore, if demand increases at a rate lower than expected
and water supply deficit does not occur by 2030, KDWD has made a financial
commitment to paying for the rights to additional water through a tiered payment
system. The new water supply agreement is anticipated to be approved by
KDWD and GCWD before the certification of the project EIR. With this
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agreement, the project would have a sufficient water supply throughout the
planning horizon.
In addition to these additional water supplies, water use will be reduced through
water conservation measures. GCWD will continue to implement several existing
water conservation measures and begin to implement new measures as part of its
water conservation program (Appendix D). Mitigation Measure MM WQ-2
would require onsite mitigation, such as the use of water-efficient fixtures and
drought-tolerant landscaping to further reduce the project’s water demand.
Should LAFCO deny the annexation into GCWD’s service area, however, an
alternative water supply sufficient for the life of the project must be identified
and secured for the project, and would require approval from the alternative
water supplier and the City, as required by MM WQ-3. Other options may
include connecting with City lines on the west side of SR-99 or to California
Water Service Company (Cal Water) to the north, which in the case of Cal Water
would also require a service area expansion. Therefore, with the use of GCWD
existing groundwater rights and overlying groundwater rights, as well as
implementation of GCWD water conservation measures and project water-
efficient infrastructure and management measures including MM WQ-2,
potential impacts on water supply would be less than significant.
Mitigation Measures
Implement MM WQ-2. Water Efficient Fixtures (Outdoor), Water Efficient
Fixtures (Indoor), and Drought-Tolerant Landscaping.
Implement MM WQ-3. Water Supply Alternatives.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact U-5. The proposed project would not result in a
determination by the wastewater treatment provider
that serves or may serve the project that it has
inadequate capacity to serve the project’s projected
demand in addition to the provider’s existing
commitments.
The proposed project would not result in significant impacts on sewers or
wastewater treatment facilities. Table 4.11-2 (above) shows the projected amount
of wastewater that would be generated by the proposed project. In total, the
proposed project would generate approximately 95,200 gpd. Wastewater
generated by the proposed project would be conveyed through the trunk line
under Hosking Avenue to BDPW Plant No. 3, which is located west of the
project site. A sewer study will be required to ascertain the upgrades necessary to
ensure that the trunk line continues to have adequate capacity to serve the
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proposed project. No construction of new wastewater treatment facilities or
expansion of existing treatment facilities would be required; however, upgrades
to existing conveyance infrastructure would be required pursuant to MM U-1, as
discussed under Impact U-2.
The existing capacity of Plant No. 3 is 32 mgd. The plant has an average flow of
17.2 mgd and a maximum flow of 18.4 mgd (Roldan pers. comm.). The proposed
project is anticipated to result in a demand of 95,200 gpd, which would be less
than 0.3% of the plant’s daily capacity. Therefore, the plant would have adequate
capacity to serve project demand. Impacts would be less than significant.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact U-6. The project would not be served by a
landfill with insufficient permitted capacity to
accommodate the project’s solid waste disposal needs.
The proposed project is in the Metropolitan Bakersfield area, which is served
primarily by two landfills. The proposed project would be served by the Bena
landfill, which is operated by the County Waste Management Department.
Construction and operational impacts related to solid waste are discussed in more
detail below.
Construction
There are no existing buildings onsite; therefore, no construction debris would be
generated by demolition activities. Site grading may encounter some debris
onsite, such as plastic beverage containers and food packaging, various scrap
metals, and other discarded waste. This type of debris would most likely be sent
to landfills; however, the quantity would be minimal and would have a negligible
effect on the capacity of the existing Bena landfill.
The proposed project would involve construction of a commercial center, hotel
and related facilities, and surface parking spaces and the installation of
landscaping. These construction activities would be expected to occur in two
phases. Leftover construction materials and debris, such as metals, glass, or
wood, would be reused or recycled. Other waste, such as paints and solvents,
would be disposed of at an appropriate hazardous waste facility. The solid waste
that would be sent to the Bena landfill would be limited to the small portion of
construction waste that would not be suitable for reuse or recycling and would
not be hazardous. This would meet the diversion requirements set forth by
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AB 939 and would dramatically reduce the amount of solid waste transferred to
landfills.
Mitigation Measure MM U-2 would be required to ensure compliance with the
City’s recycling goals. Therefore, because a substantial majority of the
construction materials would be recycled or reused onsite instead of being
disposed of in a local landfill, solid waste impacts on existing landfills from
construction materials would be less than significant with mitigation
incorporated.
Operation
During operation, the proposed project would generate waste from retail and
hotel uses. Solid waste generated at the project site would be processed at the
Bena landfill, which, as of July 2013, had a remaining capacity of 32,808,260
cubic yards, or 62%. It is estimated that the proposed project would produce
5.4 tons of solid waste per year, according to rates from CalRecycle’s Waste
Characterization table. A factor of 1 ton to 3.7 cubic yards converts the project’s
5.4 tons of solid waste per year to 19.98 cubic yards, or 0.00006% of capacity at
the Bena landfill. Therefore, existing landfills would have sufficient capacity for
the proposed project, and solid waste impacts on existing landfills from debris
associated with project operation would be less than significant.
The continued generation of solid waste within the county is placing pressure on
local landfills, and the additional waste generated by the proposed project would
increase stress on these landfills. To minimize impacts on local landfills, the
proposed project would be operated in compliance with the City’s recycling
programs, consistent with City ordinances to reduce the solid waste generated by
development proposals. Mitigation is required to ensure compliance with the
City’s recycling program. After mitigation, impacts would be less than
significant.
Table 4.11-4. Estimated Waste Generation Rates
Land Use
Development
Size
Waste Generation
Rate1
Expected Solid
Waste Generation
Mixed Commercial
and Retail
800,000
square feet
13 pounds/1,000 gross
square feet/day
10,400 pounds/day
Other: Hotel 240 rooms 2 pounds/room/day 480 pounds/day
Total: 10,880 pounds/day
(5.4 tons/year)
1 Waste generation rates are based on values provided by CalRecycle (2015b).
Mitigation Measures
MM U-2. Waste Management Plan. Prior to the issuance of building permits,
the project proponent shall submit a waste management plan to the City of
Bakersfield to demonstrate how the project will comply with Assembly Bill 939
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and achieve 50% or greater diversion rate for both construction and operational
solid waste. In addition, the project shall institute onsite recycling and
composting services to reduce offsite, waste-related emissions associated with
the proposed project as identified under MM GHG-1.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact U-7. The proposed project would not fail to
comply with federal, state, and local statutes and
regulations related to solid waste.
Construction and operation of the proposed project would comply with federal,
state, and local statutes and regulations related to solid waste, namely AB 939, as
described in the Regulatory Setting, above. Solid waste generated by the
proposed project would be disposed of in accordance with AB 939, with
oversight from the City’s local enforcement agency. Therefore, the proposed
project would comply with applicable solid waste laws, and impacts would be
less than significant with mitigation.
Mitigation Measures
Implement mitigation measure MM U-2 and MM GHG-1.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact U-8. The proposed project would not result in
the wasteful, inefficient, and unnecessary consumption
of energy.
Natural Gas
The proposed project would not result in significant impacts on natural gas
services. The project site is undeveloped and does not currently have natural gas
service. The proposed project’s projected natural gas demand is based on
calculations from Section 4.6, Greenhouse Gas Emissions, of this document.
Estimated natural gas usage for the proposed project is summarized in Table
4.11-5. The proposed 800,000 square feet of commercial retail uses is projected
to consume approximately 8.9 million British thermal units (BTUs) of natural gas
per year, while the proposed hotel is projected to consume approximately
2.9 million BTUs of natural gas per year, for a combined total of approximately
11.8 million BTUs per year. This is a small percentage of natural gas usage
compared with the overall amount used within Kern County. Specifically, in
2013, the county used approximately 254 trillion BTUs of natural gas.
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As indicated in the Environmental Setting section, natural gas supplies to
California are expected to remain plentiful for the next several decades. The total
resource base (i.e., gas that is recoverable with today’s technology) for the lower
48 states is estimated to be about 975 trillion cubic feet, enough to continue
current production levels for more than 50 years. Additional pipeline capacity
and open access have contributed to the long-term availability of natural gas
supplies for California (California Gas and Electric Utilities 2014). Interstate
pipelines that currently serve California include the Ruby, El Paso Natural Gas
Company, Kern River Transmission Company, Mojave Pipeline Company, Gas
Transmission Northwest, Transwestern Pipeline Company, Questar Southern
Trails, Tuscarora, and Bajanorte/North Baja pipelines (California Gas and
Electric Utilities 2014). Therefore, an adequate volume of natural gas exists to
supply the demands of the proposed project. The project applicant would work
with PG&E to design and install the necessary infrastructure that would tie into
existing lines within existing roadways.
PG&E has natural gas lines in the project vicinity that supply residential and
commercial customers. It is anticipated that PG&E will be able to accommodate
the proposed project. Small natural gas distribution pipelines would be installed
within the site to connect project facilities to existing PG&E infrastructure. This
would result in minor construction impacts along existing utility easements.
These impacts are discussed in the respective resource sections (e.g., air quality,
GHG emissions, noise) of this DEIR. Impacts associated with the supply of
natural gas would be less than significant.
Table 4.11-5. Project Demand for Natural Gas
Proposed Land Used1 Demand2 (BTU per year)
Mixed Commercial and Retail 8,920,000
Other: Hotel 2,920,000
Estimated Total Project Demand: 11,800,000
1 Parking and landscape areas do not require natural gas and were excluded from
consideration.
2 Demand for natural gas is based on GHG emissions calculations. See Section 4.6,
Greenhouse Gas Emissions, of this document for an explanation of the calculation
method.
BTU = British thermal units.
Source: CalEEMod calculations (Appendix F); California Energy Commission 2006 and
2010.
Electricity
PG&E currently has power lines in the vicinity of the project that serve existing
demand (Appendix I). The existing power lines would be capable of supporting
mixed retail as part of future development (Settlemire pers. comm.). There is no
need for additional infrastructure (such as a new substation) to supply the
proposed project with electricity (Settlemire pers. comm.).
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Detailed information regarding daily, monthly, or yearly usage is proprietary
information of the utility and is unavailable. Summer loads produce the highest
demands in the Central Valley because of a variety of uses, including irrigation
for agricultural production and the operation of residential and commercial air
conditioners. The proposed project’s demand for electricity is summarized in
Table 4.11-6.
Table 4.11-6. Project Demand for Electricity
Proposed Land Use1
Unmitigated Demand2
(kWh/yr)
Mitigated Demand
(kWh/yr)
Mixed Commercial
and Retail
7,300,000 4,770,000
Other: Hotel 1,020,000 873,600
Estimated Total Project Demand: 8,320,000 5,643,600
1 Parking and landscaped areas do not require natural gas and were excluded from
consideration.
2 Demand for electricity based is on GHG emissions calculations. See Section 4.6,
Greenhouse Gas Emissions, of this document for an explanation of the calculation
method.
kWh/yr = kilowatt-hours per year.
Source: CalEEMod calculations (Appendix F); California Energy Commission 2006
and 2010.
It is estimated that total demand from the proposed project would be
approximately 8,320,000 kilowatt-hours per year (kWh/yr), based on calculations
from Section 4.6, Greenhouse Gas Emissions, of this document. With
implementation of the mitigation identified in Section 4.6, electricity usage
would dip to 5,643,600 kWh/yr. Application of the mitigation measures would
ensure that the project would not result in the wasteful, inefficient, or
unnecessary consumption of energy.
The electrical infrastructure for the proposed project would be designed
according to current codes and applicable safety standards. The proposed project
would not require major electrical power lines or substations, which could
substantially affect the environment. The existing electrical distribution system
would be upgraded within the project boundaries. The construction of these
facilities would PG&E to meet current and future foreseeable demand from the
project site. The applicant would work with PG&E to design and install the
appropriate infrastructure to supply electricity to the project site. Mitigation
Measure MM GHG-1 would require onsite mitigation incorporated in the project
design to reduce consumption of electricity through the use of high-efficiency
lighting. With Mitigation Measure MM GHG-1, impacts associated with the
needed upgrades and the installation of new infrastructure would be less than
significant.
Mitigation Measures
Implement Mitigation Measure MM GHG-1.
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Level of Significance after Mitigation
Impacts would be less than significant.
4.11.4.4 Cumulative Impacts
The cumulative context for public services and utilities impacts is growth within
the planning area, as reflected in the 2002 MBGP. The associated potential
increase in population is considered in the cumulative scenario.
Cumulative impacts on public services would occur if other projects would
unduly tax the ability of public service agencies to provide adequate services and
response times in the communities that they serve, resulting in the need to
construct new or expanded facilities. The construction or expansion of those
facilities could result in significant environmental impacts.
Cumulative impacts on utilities and service systems would occur if utility
providers would be unable to provide adequate water, wastewater, energy, or
solid waste disposal services and accommodate other projects. Because of
existing local infrastructure, the proposed project is expected to place less-than-
significant demand on public services and utilities.
The projects identified in Table 3-4 would substantially increase demands on
public service providers and utility services, including the need for infrastructure
expansion. At present, adequate sources of energy and water are available, and
wastewater infrastructure and landfill capacity are also adequate. Over the long
term, the current water supply available to GCWD would not be sufficient
beyond 2030. However, GCWD will be entering into an agreement with Kern
Delta Water District to provide sufficient water supplies through GCWD’s long-
term planning horizon, and to specifically address multiple dry years, as well.
Moreover, it is reasonable to assume that, as new development applications are
submitted to the City, new impact fees will be assessed and collected to ensure
that adequate police and fire protection services continue to be provided.
Currently, several utility agencies are expanding capacity and increasing
production to meet the increasing needs of the City, the blueprint for which is
provided in the City’s general plan and regional growth estimates. Recently,
Bakersfield Department of Public Works increased the total treatment capacity of
Plant No. 3. In addition, Pacific Gas and Electric Company is currently
expanding the capacity of its energy infrastructure. Incorporation of the measures
identified above for the proposed project would reduce impacts to less-than-
cumulatively considerable levels.
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Section 4.12
Transportation and Traffic
4.12.1 Introduction
This section presents a description of the existing and future transportation
infrastructure and traffic conditions in the project vicinity; assesses potential
construction and operating impacts of the proposed project on the transportation
system; and presents the mitigation measures that have been identified to address
those impacts. The study area for the transportation analysis includes the
southern metropolitan Bakersfield area that could potentially be affected by
traffic generated during project construction and after the project is completed.
The analysis in this section is based primarily on the traffic study prepared for the
project by Ruettgers & Schuler Civil Engineers (March 2015), which is included
in this DEIR as Appendix C. Existing conditions are provided using 2014 data,
and analyses were prepared for future years 2017 (Phase I Opening Year), 2020
(Phase II Opening Year), and 2035 (Long-term).
4.12.2 Environmental Setting
4.12.2.1 Study Area
The project site is in southern Bakersfield and is bounded by State Route (SR) 99
to the west, Berkshire Road to the north, South H Street to the east, and Hosking
Avenue to the south. The study area is bounded by White Lane to the north,
Cottonwood Road to the east, Taft Highway (SR 119)/Panama Road to the south,
and Ashe Road to the west. The study area was reviewed and approved by the
City of Bakersfield Traffic Department.
The study area includes 53 analysis intersections, of which 48 currently exist and
5 are expected to be in place in the future. Of these 53 analysis intersections, 16
are unsignalized and 37 are signalized. The study area consists of all intersections
at which the proposed project is expected to add 50 or more vehicle trips during
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the weekday PM peak hour, based on transportation modeling results. The study
area also includes 9 roadways that have been divided into 36 analysis segments.
A variety of land uses are present in the study area, including agricultural,
residential, industrial, and commercial uses. Located adjacent to the project site
are agricultural land to the south, undeveloped commercial property to the north,
and residential development to the east. Commercial development is predominant
along major transportation corridors, including Panama Lane, White Lane, Stine
Road, and Wible Road. Industrial uses are present to the north of the project site
along SR 99. The remainder of the study area primarily consists of residential
development, with a high level of new residential development currently being
constructed in the area south of Panama Lane and west of SR 99.
4.12.2.2 Analysis Periods
Intersection analysis was completed for three peak periods: PM peak hour
(between 7:30 a.m. and 8:30 a.m.), PM peak hour (between 4:30 and 5:30 p.m.)
and Saturday midday peak hour (between 1:00 p.m. and 2:00 p.m.). Roadway
segment analysis was based on average daily traffic (ADT), which represents the
average number of vehicle trips that occur on a typical weekday.
4.12.2.3 Roadways
Roadways in the City are classified as follows:
Freeways provide service to through-traffic exclusively, with no access to
abutting property or at-grade intersections.
Expressways are arterial highways with at least partial control of access that
may or may not be divided or have grade separations at intersections and
may be an interim facility for an ultimate freeway.
Arterials are used primarily by through-traffic, with a minimal function to
provide access to abutting property.
Collectors function to connect local streets with arterials, and provide access
to abutting property.
Local streets are used exclusively for property access, with through-traffic
discouraged.
The Bakersfield roadway system is based on a grid system with arterial roadways
spaced at approximate 1-mile intervals, except in the central area where spacing
is closer. Typically, collector streets are spaced at 0.5-mile intervals between
arterials, which also are planned in a grid pattern.
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Regional Highways
Regional access to the project site is provided by SR 99, which is a major north-
south route that runs through the central valley of California, extending from
Interstate 5 south of Bakersfield to Sacramento. SR 99 operates as an eight-lane
freeway from Wilson Road to Airport Drive, with six lanes elsewhere in Kern
County. As the major Central Valley connector, SR 99 carries regional traffic in
addition to local traffic. SR 99 is the only north-south freeway that passes
through Bakersfield, and abuts the west boundary of the project site.
SR 58 is an east-west freeway linking SR 99 with cities east of Bakersfield. It
carries less traffic than SR 99. The other freeways in the region include SR 178,
SR 184, SR 119, and SR 223. In addition to these state routes, Interstate 5 is a
north-south oriented interstate route to the southwest and west of the City and
accommodates additional regional traffic through the area.
City Streets
The following are the major roadways in the study area.
Akers Road is a north-south collector road between Stine Road and Wible
Road, and operates as a two-lane facility at various stages of widening. Akers
Road currently provides access to residential and agricultural areas north and
south of McKee Road, respectively.
Ashe Road is designated as an arterial and currently operates as a two-lane
road south of Panama Lane and as a fully improved arterial north of Panama
Lane. Within the study area, Ashe Road provides access to residential and
commercial areas north of Panama Lane and agricultural as well as
developing residential areas south of Panama Lane.
Berkshire Road is an east-west collector road that exists as a two-lane
roadway at various stages of widening and improvement in the project
vicinity. Berkshire Road extends from Colony Street to the east and to north-
south arterials. It also provides access to the project from the north.
Colony Street is a north-south roadway that crosses the Arvin Edison Canal
and provides a connection from Berkshire Road to Panama Lane. Colony
Street is a two-lane facility south of the canal and a four-lane facility to the
north, and it has curb and gutter and concrete sidewalk along its length.
Cottonwood Road is designated as an arterial. Within the study area, it is a
two-lane, north-south roadway with graded shoulders and provides access to
agricultural and low-density residential land uses.
Fairview Road is an east-west roadway east of SR 99 midway between
Panama Lane and Pacheco Road. It is designated as a collector road and
provides access to residential land uses within the study area. Fairview Road
is currently a two-lane roadway with graded shoulders adjacent to residential
development.
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Gosford Road is designated as an arterial and provides access to residential,
commercial, and agricultural land uses within the study area. It is currently a
two-lane road south of Panama Lane and is at various stages of widening and
improvement adjacent to development from Panama Lane to District
Boulevard. Gosford Road operates as a six-lane facility north of District
Boulevard. North of Stockdale Highway, Gosford Road exists as Coffee
Road. Gosford Road/Coffee Road is one of four north-south arterials that
cross the Kern River west of SR 99 and, therefore, serves as a major north-
south corridor in the western metropolitan Bakersfield area.
Harris Road is an east-west roadway west of SR 99 midway between
Panama Lane and Pacheco Road. It is designated as a collector road and
operates as a two-lane facility east of Stine Road and as a four-lane facility
west of Stine Road. Harris Road provides access to residential and industrial
land uses within the study area.
Hosking Avenue is an east-west arterial from Stine Road midway between
McKee Road and Berkshire Road and crosses SR 99 without an interchange
(Hosking Avenue becomes McCutchen Road west of Stine Road). Hosking
Avenue is a four-lane facility where it is fully expanded adjacent to
developed areas, and has fewer than four lanes next to areas that are not yet
fully developed. Hosking Avenue provides access to residential and
agricultural areas. The Regional Transportation Impact Fee (RTIF) program
includes a new interchange at Hosking Avenue and SR 99, as well as new
traffic signals at various arterial and collector intersections within the study
area. The interchange is currently under construction and is assumed
complete for further scenarios.
Hughes Lane is a north-south roadway southwest of the project site midway
between Wible Road and South H Street. It is designated as a collector road
and is currently an improved two-lane roadway. Hughes Lane provides
access to residential land uses within the study area.
McCutchen Road is an east-west arterial that becomes Hosking Avenue to
the west of Stine Road. It exists in various stages of widening and
improvement adjacent to development, and provides access to agricultural
and residential areas.
McKee Road is an east-west collector road that is currently a two-lane
roadway at various stages of widening in the project vicinity. While McKee
Road does not currently cross SR 99, it does provide access to residential
neighborhoods on the east and west sides of SR 99.
Monitor Street is a two-lane, north-south roadway midway between South
H Street and South Union Avenue. It is designated as a collector road and
provides access to residential areas. The RTIF includes installing traffic
signals at Hosking Road.
Mountain Ridge Drive is a north-south roadway in various stages of
widening that provides access to residential and developing residential areas
between Berkshire Road and Taft Highway.
Pacheco Road is an east-west two-lane roadway that extends west from
Cottonwood Road midway between Fairview Road and White Lane and
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crosses under SR 99 without an interchange. It is designated as a collector
road within the study area and provides access to residential and industrial
land uses.
Panama Lane is designated as an arterial. It extends east from SR 43 near
Interstate 5 through the southern metropolitan Bakersfield area, with an
interchange connection at SR 99. Panama Lane operates as a four- or six-lane
facility at various stages of widening and improvement within the study area
and provides access to residential and commercial land uses. The RTIF
includes adding additional lanes west of Stine Road as well as installing
traffic signals at various arterial and collector intersections.
Panama Road is an east-west arterial that extends east from SR 99 through
southern metropolitan Bakersfield. It is a two-lane roadway with graded
shoulders and provides access to the City of Lamont and outlying agricultural
areas.
South H Street is a north-south arterial that extends from SR 119 (Taft
Highway) to Brundage Lane and continues northward through downtown
Bakersfield as H Street. It is a four-lane roadway north of Panama Lane and
narrows to a two-lane roadway south of Panama Lane. South H Street
provides access to residential, commercial, and industrial land uses within
the study area. The RTIF includes adding two lanes south of Panama Lane
and installing traffic signals at Hosking Avenue, Berkshire Road, and
intersections farther south.
South Union Avenue is designated as an arterial and was formerly a
segment of SR 99. South Union Avenue extends from State Route 99 to
Brundage Lane, and continues north to Columbus Street as Union Avenue.
(The segment of Union Avenue between Brundage Lane and Golden State
Highway is part of SR 204.) Within the project vicinity, South Union Avenue
operates with four lanes and has paved shoulders and a median. It provides
access to residential, commercial, and industrial areas. The RTIF includes
adding two lanes within the study area and installing new traffic signals at
Hosking Avenue and Berkshire Road.
Sparks Street is a two-lane roadway that extends from Pacheco Road to
Buckley Avenue midway between South Union Avenue and Cottonwood
Road. It is designated as a collector road and provides access for residential
areas.
State Route 99 is a major north-south route through the central valley of
California, extending from Interstate 5 south of Bakersfield to Sacramento.
SR 99 operates as an eight-lane freeway from Wilson Road to Airport Drive,
with six lanes elsewhere in Kern County.
State Route 119 (Taft Highway), an east-west roadway, is designated as an
expressway west of SR 99 (SR 119) and as an arterial east of SR 99. It is
currently a two-lane roadway at various stages of widening adjacent to
development between SR 99 and South Union Avenue. Taft Highway
continues as a two-lane roadway with graded shoulders east of South Union
Avenue along the Panama Road alignment. Taft Highway provides access to
SR 99 from the communities of Greenfield, Weedpatch, and Lamont.
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Stine Road is designated as an arterial and currently exists at full
improvement width north of Panama Lane and at various stages of widening
adjacent to development south of Panama Lane. Stine Road provides access
to agricultural, residential, commercial, and industrial land uses within the
study area. The RTIF includes adding two lanes south of Panama Lane and
installing traffic signals at Hosking Avenue, Berkshire Road, and
intersections farther south.
White Lane is an east-west arterial extending east from Allen Road,
providing access to residential and commercial land uses through the
southern metropolitan Bakersfield area. It currently exists within the study
area as a six-lane roadway with a raised center median and an interchange at
SR 99.
Wible Road is a north-south arterial adjacent to SR 99. It currently operates
as a four-lane roadway north of Panama Lane and as a two-lane roadway at
various widths and stages of improvement south of Panama Lane. Wible
Road continues as Oak Street north of Stockdale Highway/Brundage Lane. It
provides access to residential, commercial, and industrial land uses within
the study area. The RTIF includes adding two lanes south of Panama Lane
and installing traffic signals at Hosking Avenue, Mc Kee Road, and Taft
Highway.
Level of Service
Level of service (LOS) is the primary measurement used to determine the
operating quality of a roadway segment or intersection. In general, LOS is
measured by the ratio of traffic volume to roadway capacity (V/C) or by the
average delay experienced by vehicles on the facility. The quality of traffic
operation is graded into one of six LOS designations, A, B, C, D, E, or F, with
LOS A representing the best range of operating conditions and LOS F
representing the worst.
LOS standards are used to evaluate the transportation impacts of long-term
growth. In order to monitor roadway operations, jurisdictions adopt standards by
which the minimum acceptable roadway operating conditions are determined,
and deficiencies may be identified. The City of Bakersfield has adopted a
standard of LOS C for its roadways. Therefore, any roadway or intersection
operating at LOS D or worse is considered deficient.
Mitigation is required where project traffic reduces roadway operations to LOS D
or worse. Where the pre-project condition of the roadway is already below LOS
C, mitigation is required where the LOS degrades below the pre-project LOS.
Intersection Level of Service
The City of Bakersfield calculates intersection LOS according to methodologies
presented in the Highway Capacity Manual (Transportation Research Board
2010). LOS is calculated along roadway segments by comparing the actual
number of vehicles using a roadway (volume of traffic) to its carrying capacity.
For signalized and all-way stop-controlled intersections, LOS is measured by the
average delay (seconds per vehicle) experienced by vehicles that travel through
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the intersection. For one-way and two-way stop-controlled intersections, LOS
depends on the amount of delay experienced by vehicles on the stop-controlled
approaches. Table 4.12-1 and Table 4.12-2 present the definitions for
unsignalized and signalized intersection LOS, respectively.
Table 4.12-1. LOS Definitions for Unsignalized Intersections
Average Control Delay Level of Service
Expected Delay to Minor
Street Traffic
≤ 10 A Little or no delay
> 10 and ≤ 15 B Short traffic delays
> 15 and ≤ 25 C Average traffic delays
> 25 and ≤ 35 D Long traffic delays
> 35 and ≤ 50 E Very long traffic delays
> 50 F Extreme delays
Table 4.12-2. LOS Definitions for Signalized Intersections
Volume/Capacity
Control Delay
(seconds per vehicle) Level of Service
< 0.60 ≤ 10 A
0.61 – 0.70 > 10 and ≤ 20 B
0.71 – 0.80 > 20 and ≤ 35 C
0.81 – 0.90 > 35 and ≤ 55 D
0.91 – 1.00 > 55 and ≤ 80 E
> 1.0 > 80 F
Existing peak hour turning movement volumes were field-measured at all
existing study intersections in 2014. Existing conditions analysis is based on the
traffic volumes obtained from those counts.
Existing LOS at the 16 unsignalized intersections and 37 signalized intersections
are presented in Table 4.12-3 and Table 4.12-4, respectively, for the existing
conditions counts collected in 2014.
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Table 4.12-3. Existing 2014 Levels of Service at Unsignalized Intersections
ID Intersection
Stop Control
Direction1 AM PM Sat
17 Golden Gate Drive/Panama Lane Northbound/
Southbound
A/B A/F A/C
27 Sparks Street/Panama Lane2 Northbound/
Southbound
-/- -/- -/-
28 Cottonwood Road/Panama Lane Overall
Intersection
B C B
36 South Union Avenue/Berkshire Road Overall
Intersection
D A A
38 Ashe Road/McCutchen Road Eastbound/
Westbound
A/A A/A A/A
39 Mountain Ridge Drive/McCutchen Road Northbound/
Southbound
A/A B/B B/B
41 Akers Road/Hosking Avenue Overall
Intersection
C C B
43 Hughes Lane/Hosking Avenue Northbound C B B
49 Cottonwood Road/Hosking Avenue Eastbound/
Westbound
A/- B/- B/-
53 South H Street/McKee Road Overall
Intersection
A A A
54 South Union Avenue/McKee Road Eastbound/
Westbound
C/B B/B B/C
56 Akers Road/Taft Highway (SR 119) Northbound/
Southbound
B/- D/- B/-
58 Hughes Lane/Taft Highway (SR 119) Northbound/
Southbound
B/- C/- B/-
61 Shannon Drive/Taft Highway Northbound/
Southbound
A/A A/A C/A
63 Cottonwood Road/Panama Road Overall
Intersection
A B C
64 South H Street/Northbound SR 99 off-
ramp
Eastbound A B A
1 At all-way stop-controlled intersections, LOS is average of all movements; at one-way
and two-way stop-controlled intersections, LOS is provided for each stop-controlled leg
of the intersection.
2 Future intersection at location where future roadway is planned—expected to be in
place after 2020 and before 2035.
SR = State Route
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Table 4.12-4. Existing 2014 LOS at Signalized Intersections
ID Intersection AM PM Sat
3 Wible Road/White Lane C C C
4 Southbound SR 99 off-ramp/White Lane B B B
5 Northbound SR 99 off-ramp/White Lane A A A
6 South H Street/White Lane C E C
8 South Union Avenue/White Lane C C C
9 South H Street/Pacheco Road C C C
10 South Union Avenue/Pacheco Road C C B
14 South H Street/Fairview Road C C B
15 South Union Avenue/Fairview Road B B B
16 Ashe Road/Panama Lane C C C
18 Stine Road/Panama Lane C C C
19 Akers Road/Panama Lane B B B
20 Wible Road/Panama Lane B C C
21 Southbound SR 99 off-ramp/Panama Lane B B B
22 Northbound SR 99 off-ramp/Panama Lane B B A
23 Colony Street/Panama Lane B C C
24 South H Street/Panama Lane B C C
25 Monitor Street/Panama Lane C B B
26 South Union Avenue/Panama Lane B C B
33 Colony Street/Berkshire Road 1 - - -
34 South H St/Berkshire Road C C C
37 South H Street/Project Site1 - - -
40 Stine Road & Hosking Ave C C C
42 Wible Road & Hosking Ave C C B
44 SB 99 off ramp & Hosking Ave - - -
45 NB 99 on ramp & Hosking Ave - - -
46 South H Street & Hosking Avenue C C C
47 Monitor St/Hosking Avenue C C C
48 South Union Avenue/Hosking Avenue C B C
55 Stine Road/Taft Highway (SR 119) A A A
57 Wible Road/Taft Highway (SR 119) B B C
59 Southbound SR 99 off-ramp/Taft Highway
(SR 119) B C C
60 South H Street/Taft Highway C C B
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ID Intersection AM PM Sat
62 South Union Avenue/Panama Road C C C
74 Ashe Road/Taft Highway (SR 119) C D C
76 Gosford Road/McCutchen Road A A B
87 Gosford Road/Panama Lane F F C
1 Access point to proposed project site – would not exist under No Project
conditions.
SR = State Route
The following intersections are operating at an LOS that fails to meet the City
standard under existing 2014 conditions.
Unsignalized
Golden Gate Drive/Panama Lane (ID 17) operates at LOS F during the PM
peak hour.
South Union Avenue/Berkshire Road (ID36) operates at LOS D during the
AM peak hour.
Akers Road/Taft Highway (SR 119) (ID 56) operates at LOS D during the
PM peak hour.
Signalized
South H Street/White Lane (ID 6) operates at LOS E during the PM peak
hour.
Ashe Road/Taft Highway (SR 19) (ID 74) operates at LOS D during the PM
peak hour.
Gosford Road/Panama Lane (ID 87) operates at LOS F during the AM and
PM peak hours.
Traffic Signal Warrant Analysis
Peak hour signal warrants were evaluated for each of the signalized intersections
in the study based on the California Manual on Uniform Traffic Control Devices
for Streets and Highways (California Department of Transportation 2014). A
signal warrant defines the minimum condition under which the installation of a
traffic control signal might be warranted. Meeting this threshold condition does
not require that a traffic signal be installed at a particular location, but rather that
other traffic factors and conditions be evaluated in order to determine whether the
signal is justified. Signal warrants do not necessarily correlate with LOS. An
intersection may satisfy a signal warrant condition and operate at or above LOS
C, or operate below LOS C and not meet signal warrant criteria.
The results of the signal warrant analysis for existing conditions are provided in
the traffic report, included in this DEIR as Appendix C. The following five
intersections meet the signal warrant under existing conditions:
City of Bakersfield Section 4.12. Transportation and Traffic
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Cottonwood Road/Panama Lane (ID 28)
Akers Road/Hosking Avenue (ID 41)
South Union Avenue/McKee Road (ID 54)
Akers Road/Taft Highway (SR 119) (ID 56)
Cottonwood Road/Taft Highway (SR 119) (ID 63)
Roadway Level of Service
Table 4.12-5 summarizes roadway capacities that have been defined by the City,
which were used for the roadway LOS calculations. For the analysis roadways in
the study area, existing V/C ratio was calculated by dividing the existing ADT of
each roadway by its capacity. A V/C ratio of 0.80 is the highest value that
corresponds to LOS C (Transportation Research Board 2000). Therefore, a
roadway with a V/C ratio greater than 0.80 fails to meet the adopted City LOS
standard. Table 4.12-6 presents the existing V/C ratios for the study area
roadways.
Table 4.12-5. Roadway Capacity by Facility Type
Roadway Type Capacity (vehicles per day)
8-Lane Freeway 187,500
6-Lane Freeway 140,625
4-Lane Freeway 93,750
6-Lane Expressway 75,000
6-Lane Arterial 60,000
4-Lane Arterial 40,000
4-Lane Collector 30,000
2-Lane Collector 15,000
Table 4.12-6. Existing 2014 Roadway Volume to Capacity Ratio
Roadway Segment Capacity ADT V/C
Berkshire Rd: S. H St–Union Ave (SR 204) 15,000 6,859 0.46
White Ln: W. of Union Ave 40,000 9,722 0.24
White Ln: Hughes Ln–H St 40,000 25,201 0.63
White Ln: H St–Monitor St 40,000 12,837 0.32
White Ln: Wible Rd – SR 99 60,000 35,530 0.59
Panama Ln: Gosford Rd–Ashe Rd 22,500 8,097 0.36
Panama Ln: Ashe Rd–Stine Rd 47,500 23,082 0.49
Panama Ln: Stine Rd–Akers Rd 60,000 27,246 0.45
Panama Ln: Akers Rd–Wible Rd 60,000 34,489 0.57
Panama Ln: Wible Rd–SR 99 60,000 46,229 0.77
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Roadway Segment Capacity ADT V/C
Panama Ln: SR 99–S. H St 50,000 24,953 0.50
Panama Ln: S. H St–Union Ave (SR 204) 40,000 10,688 0.27
Panama Ln: S. Union Ave (SR 204)–Cottonwood Rd 15,000 7,832 0.52
Hosking Rd: Stine Rd–Wible Rd 15,000 6,339 0.42
Hosking Ave: Wible Rd–SR 99 15,000 8,571 0.57
Hosking Ave: SR 99–S. H St 15,000 15,663 1.04
Hosking Ave: S. H St–S. Union Ave 15,000 4,546 0.30
Hosking Ave: S. Union Ave–Cottonwood Rd 15,000 1,731 0.12
Taft Hwy (SR 119): Ashe Rd–Stine Rd 15,000 9,687 0.65
Taft Hwy (SR 119): Stine Rd–Akers Rd 15,000 9,728 0.65
Taft Hwy (SR 119): Akers Rd–Wible Rd 15,000 9,737 0.65
Taft Hwy (SR 119): Wible Rd–S. H St 15,000 11,563 0.77
Taft Hwy (SR 119): S. H St–Chevalier Rd 15,000 13,138 0.88
Panama Rd.: Chevalier Rd–Cottonwood Rd 15,000 10,724 0.71
S. H St: White Ln–Pacheco Rd 40,000 20,087 0.50
S. H St: Pacheco Rd–Fairview Rd 40,000 14,073 0.35
S. H St: Fairview Rd–Panama Ln 40,000 14,156 0.35
S. H St: Panama Ln–Hosking Ave 40,000 11,699 0.29
S. H St: Hosking Ave–McKee Rd 40,000 4,386 0.11
S. H St: McKee Rd–Taft Hwy (SR 119) 40,000 6,477 0.16
Cottonwood Rd: Hosking Ave–Panama Rd 15,000 5,999 0.40
S. Union Ave: White Ln–Pacheco Rd 40,000 25,621 0.64
S. Union Ave: Fairview Rd–Panama Ln 40,000 13,636 0.34
S. Union Ave: Panama Ln–Hosking Rd 40,000 11,792 0.29
S. Union Ave: Hosking Rd–Panama Rd 40,000 13,804 0.35
S. Union Ave: Pacheco Rd–Fairview Rd 40,000 16,114 0.40
ADT = Average Daily Traffic
SR = State Route
V/C = volume to capacity ratio
The table shows that the following two roadway segments fail to meet the City
standard.
Hosking Avenue, between SR 99 and South H Street, is operating at a V/C
ratio of 1.04.
Taft Highway (SR 119), between South H Street and Chevalier Road, is
operating at a V/C ratio of 0.88.
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Non-Motorized Transportation
The Kern County Bicycle Master Plan and Complete Streets Recommendations
were adopted by Kern County in October 2012 to catalogue existing bicycle
facilities and to identify opportunities for improvements and additional
opportunities to promote bicycling in the region. There are more than 67 miles of
existing bicycle facilities in unincorporated Kern County, and more than 30 miles
of bike lanes exist throughout the City.
The Kern River Bike Path, which is the premier bicycle facility in the county,
exists between Stockdale Highway at the Kern River crossing and Gordon’s
Ferry. In the vicinity of the project site, there are bike lanes along Panama Lane,
Ashe Road, Stine Road, Wible Road, White Lane, and South H Street. Bicycle
facilities are also planned in the future along Panama Road, Panama Lane east of
Cottonwood Road, and Cottonwood Road south of Panama Lane (Kern Council
of Governments 2012). Pedestrian access is provided via sidewalks, crosswalks,
and proximity to residential areas.
Transit
Golden Empire Transit (GET) provides local bus service in Bakersfield,
operating 16 routes throughout the metropolitan region. Four transit centers are
located in Bakersfield. The Southwest Transit Center is on Wible Road, just
north of Wilson Road, approximately 3 miles north of the project site. The
Downtown Transit Center is approximately 5 miles to the north, in downtown
Bakersfield. The Bakersfield College Transit Center is on Panorama Drive,
adjacent to the college, about 9 miles north and east of the project site. Lastly, the
Cal State Bakersfield Transit Center is along Stockdale Highway and Old River
Road, about 6 miles northwest of the project site.
GET Route 62 (Greenfield/Valley Plaza) runs nearest the project site. This route
provides service between Greenfield Senior Center, Golden Valley High School,
Taft Highway, Panama Lane, White Lane Walmart, Southwest Transit Center,
and Valley Plaza. The nearest bus stop is at Golden Valley High School, at the
intersection of Hosking Avenue and Arkwood Street (about 0.75 mile east of the
project site). GET also provides paratransit service called GET-A-Lift, which is a
special transportation service designed to provide curb-to-curb service within
GET’s service area to qualified persons with disabilities. GET-A-Lift uses air
conditioned lift-equipped vans.
Kern County provides bus service through the Kern Regional Transit System
(KRT). This system serves the rural communities in the county and provides
service between Bakersfield and those communities. The KRT routes are
primarily accessed at the transit centers. Amtrak provides rail service to and from
Bakersfield and the Central Valley cities to the north. The Amtrak station is at
Truxtun Avenue and S Street, approximately 5 miles northeast of the project site.
City of Bakersfield Section 4.12. Transportation and Traffic
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4.12.3 Applicable Regulations
Traffic analysis in the state of California is guided by policies and standards set
at the state level by the California Department of Transportation (Caltrans) and
by local jurisdictions. Because the proposed project is within City boundaries, the
project would adhere to adopted City transportation policies. The Kern Council
of Governments (KernCOG) oversees and conducts regional transportation
planning efforts for local government jurisdictions within Kern County.
4.12.3.1 Regional Transportation Plan/Sustainable
Communities Strategy
Kern County’s Regional Transportation Plan/Sustainable Communities Strategy
(RTP/SCS) was adopted in June 2014 and is the long-term (20-year) general plan
for the region’s transportation network prepared and overseen by KernCOG. The
RTP includes the Regional Transportation Improvement Program (RTIP), the
Congestion Management Program (CMP), and the Sustainable Communities
Strategy (SCS), which are described in the following sections.
Regional Transportation Improvement Plan
The RTIP lists projects proposed for implementation in the region during a
5-year period and is updated every 2 years. Transportation projects are described
in detail, with funding allocated by source and fiscal year. RTIP projects are
categorized according to the transportation system to which they apply, i.e., state
highways, local highways/expressways, or local streets and roads. Although
eligible, transit projects are not included in the RTIP; rather, they are funded by
the federal aid programs and included in the Federal Transportation Improvement
Program. RTIP projects are implemented prior to the failure of the intersection or
roadway, thus avoiding any long-term impacts.
Congestion Management Program
State Proposition 111, passed by voters in 1990, established a requirement that
urbanized areas prepare and regularly update a CMP. KernCOG is designated as
the entity responsible for administering and updating the CMP. The CMP is
designed to ensure that a balanced transportation system is developed that ties
population growth, traffic growth, and land use decisions to transportation system
performance standards and air quality improvement.
The purpose of the CMP is to: (1) monitor the performance of the transportation
system; (2) develop programs to address near-term and long-term congestion;
and (3) better integrate transportation and land use planning.
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State law requires the CMP to include the following elements: (1) land use
analysis program; (2) LOS standards; (3) public transit standards; (4) trip
reduction and travel demand strategies; and (5) capital improvement program. In
addition to these components, KernCOG is required to develop a traffic database
for use in a countywide model and to monitor the implementation of the CMP.
As the designated congestion management agency, KernCOG must establish a
system of roadways that will be monitored in relation to established LOS
standards. The goal of the CMP is to identify a regional network and work
toward maintenance of LOS E or better on the highways and roads that are
identified in this network. Those roads currently experiencing worse traffic
congestion have been accepted at their existing traffic level of LOS F. By doing
this, cities and Kern County will not be penalized through loss of gas tax funds
for not meeting the new CMP LOS E standard.
The CMP requirement was born of the realization that large capital projects alone
cannot solve congestion problems and local land use decisions contribute to
roadway congestion. Until recently, Metropolitan Bakersfield and other
urbanizing areas in Kern County have been able to absorb increased traffic and
have met transportation needs by adding some local roads, the Mojave Bypass,
and a few more buses. But the Kern region no longer can assimilate additional
traffic because of this continuing growth.
Within the study area, SR 99 and SR 119 (Taft Highway) are part of the
designated CMP. As detailed in the 2014 RTP, there are no roadway segments in
the study area identified as operating at LOS F.
4.12.3.2 Local Mitigation Impact Fee Program
The City of Bakersfield has established a local mitigation impact fee program for
traffic improvements that are not listed on the RTIF Project Facilities List. These
improvements typically are associated with collector streets but also may be
associated with local streets. Furthermore, if an improvement is required for a
specific project, and it is beyond what was contemplated in the RTIF, the
improvement must be a local mitigation requirement. These fees are assessed on
land developers to fund roadway projects that will relieve congestion attributable
to growth.
Similarly to the RTIF, after the impact fees are collected, they are placed in a
separate interest account, per the requirements of Government Code 66000 et
seq. The timing to use the transportation funds is determined in a manner similar
to the RTIF—through the 5-year CIP. This program also is overseen by the
City’s Public Works Department. The periodic traffic counts, review of traffic
accidents, and review of traffic trends throughout the City are performed by City
staff. The City uses these data to determine the timing for the improvements on
the facilities list. Improvements are identified within each of the 5-year cycles
and reviewed periodically to determine whether improvements should be shifted
into another year based on the traffic counts, accidents, and trends. The City uses
the previously referenced data to determine the timing for the improvements on
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the facilities list and to ensure that needed improvements are constructed prior to
that time the LOS is forecast to fail to achieve the performance levels established
by the City. In this way, improvements are constructed before the LOS goes
below the City’s performance standards to ensure that project-specific significant
impacts are avoided. The CIP establishes a timeframe to fund and design
improvements and for the City to hire a contractor to build the improvements.
4.12.3.3 Metropolitan Bakersfield General Plan
The Metropolitan Bakersfield General Plan (MBGP) sets forth policies and goals
for traffic and transportation. Those related to the proposed project are listed
below.
Streets
Policy 6 – Design and locate site access driveways to minimize traffic
disruption where possible considering items such as topography, past
parcelization and other factors.
Policy 7 – Minimize direct and uncontrolled property access from arterials.
Policy 16 – Require that truck access to commercial and industrial properties
be designed to minimize impacts on adjacent residential parcels.
Policy 17 – Require buildings expected to be serviced by delivery trucks to
provide off-street facilities for access and parking.
Policy 34 – Minimize the impacts of land use development on the circulation
system. Review all development plans, rezoning applications, and proposed
general plan amendments with respect to their impact on the transportation
system, and require revisions as necessary.
Policy 35 – Require new development and expansion of existing
development in incorporated areas to fully provide for on-site transportation
facilities including streets, curbs, traffic control devices, etc.
Policy 36 – Prevent streets and intersections from degrading below Level of
Service “C” where possible due to physical constraints (as defined in a Level
of Service Standard) or when the existing Level of Service is below “C”
prevent where possible further degradation due to new development or
expansion of existing development with a three part mitigation program:
adjacent right-of-way dedication, access improvements, and/or an area-wide
impact fee. The area-wide impact fee would be used where the physical
changes for mitigation are not possible due to existing development and/or
the mitigation measure is part of a larger project, such as freeways, which
will be built at a later date.
Policy 37 – Require new development and expansion of existing
development to pay for necessary access improvements, such as street
extensions, widenings, turn lanes, signals, etc., as identified in the
transportation impact report as may be required for a project.
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Policy 39 – Require new development and expansion of existing
development to pay or participate in its pro rata share of the costs of
expansions in area-wide transportation facilities and services which it
necessitates.
Bikeways
Policy 7 – Provide bicycle parking facilities at activity centers such as
shopping centers, employment sites, and public buildings.
Parking
Policy 3 – Ensure that adequate on-site parking supply and parking lot
circulation is provided on all site plans in accordance with the adopted
parking standards.
Policy 4 – Discourage the intrusion of non-neighborhood parking in
residential areas.
4.12.4 Impacts and Mitigation
4.12.4.1 Methodology
Potential transportation impacts and corresponding mitigation measures were
considered for project construction and for operational conditions in 2017, 2020,
and 2035. The traffic evaluation was prepared by Ruettgers & Schuler Civil
Engineers in March 2015, included as Appendix C in this DEIR. Traffic
conditions for 2014 are provided for informational purposes to convey traffic
conditions when the environmental analysis for the project was compiled;
however, impacts associated with the project would not occur until completion of
Phase I in 2017 and upon completion of Phase II in 2020. Future cumulative
project impacts are analyzed for 2035.
To evaluate potential transportation impacts of the proposed project once it is
built and fully occupied, the following elements were assessed.
Trip Generation. Projections were made of the typical number of additional
trips that the proposed would generate, based on rates established by the
Institute of Transportation Engineers (ITE).
Trip Distribution and Network Assignment. The distribution of project-
generated trips onto the roadway network (based on the KernCOG model)
was evaluated.
Future Baseline (No Project) Conditions. Projections of existing 2014 and
future baseline (without project) traffic conditions in 2017 and 2020 were
based on future growth and cumulative projects in the area.
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Future Conditions with Project. Impacts of the proposed project on the
roadway system were assessed by adding the estimated project-generated
trips onto the projected baseline traffic conditions for expected buildout year
for each of the phases in 2017 and 2020.
Access, Parking, and Safety. Project impacts were assessed relative to the
City of Bakersfield Municipal Code requirements.
These elements are described in more detail in the following sections.
Trip Generation
Table 4.12-7 summarizes the estimated project-generated trips. The primary
source of trip generation rates was the ITE Trip Generation Manual (Institute of
Transportation Engineers 2003). Trips estimated for an anchor, a likely national
retailer tenant, were based on project site surveys. Additional explanation about
trip generation procedures is provided in the traffic report prepared for the
proposed project (Appendix C).
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Table 4.12-7. Project Trip Generation Summary
Daily
Trips
Peak Hour Trips
AM PM Saturday
In Out In Out In Out
Phase I (2017)
Hotel (120 rooms) 701 38
(59%)
26
(41%)
37
(51%)
35
(49%)
0
(0%)
0
(0%)
Shopping Center
(300,000 sf)
15,045 204
(62%)
125
(38%)
653
(48%)
707
(52%)
1,007
(52%)
930
(48%)
Anchor1
(100,000 sf)
1,333 41
(61%)
26
(39%)
64
(48%)
69
(52%)
128
(48%)
139
(52%)
Pass-by2 -305 -12 -8 -15 -16 -170 -160
Capture3 -752 -10 -6 -33 -35 -57 -53
Phase I New Trips 16,022 261 163 706 760 908 856
Phase II (2020)
Hotel (240 rooms) 1,775 75
(59%)
52
(41%)
73
(51%)
71
(49%)
95
(56%)
75
(44%)
Shopping Center
(700,000 sf)
24,942 328
(62%)
201
(38%)
1,099
(48%)
1,191
(52%)
1,670
(52%)
1,541
(48%)
Anchor1
(100,000 sf)
1,333 41
(61%)
26
(39%)
64
(48%)
69
(52%)
128
(48%)
139
(52%)
Pass-by2 -466 -17 -12 -21 -21 -284 -263
Capture3 -1,247 -16 -10 -55 -60 -95 -88
Phases I & II New
Trips
26,337 411 257 1,160 1,250 1,514 1,404
1 Anchor Trip Rates determined from actual site surveys. 2 Shopping Center only. 3 Applied to anchor for dual trip purposes.
sf = square feet.
Trip Distribution and Network Assignment
Traffic distribution from the proposed project was estimated based on the
KernCOG traffic model data, a review of existing development and proposed
development entitlements, growth in the study area, and market research data
prepared for the proposed project. KernCOG’s TP+ transportation model
forecasts regional travel demand based on locally approved general plan land use
entitlements, input from local planning departments, and state and federal data
sources. The model is maintained and frequently updated by KernCOG with
regular input from member agencies to account for amendments to general plan
land use entitlements and new development projects, and generally is considered
the primary source used by local planning agencies for traffic and air quality
model data for the Metropolitan Bakersfield area. A model run was requested by
City of Bakersfield Section 4.12. Transportation and Traffic
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Ruettgers & Schuler to isolate and show the project traffic trip distribution. A
“select zone analysis” was prepared that shows project-only volumes on the
street system. The output from the select zone analysis model run was used to
define the study scope and to distribute project traffic. In general, project traffic
was distributed with the percentage splits shown in Table 4.12-8.
Table 4.12-8. Project Trip Distribution and Assignment
Direction Percentage Roadways
North 33 SR 99 and South H Street
East 17 Berkshire Road and Hosking Avenue
South 23 SR 99 and South H Street
West 27 Hosking Avenue
SR = State Route
Future Baseline (No Project) Conditions
Future traffic volumes account for pending general plan amendment (GPA) and
zone change applications for proposed residential and commercial developments
in southern and western Bakersfield areas. Average annual growth rates that
range between 1 and 5% were applied to existing traffic volumes on each of the
study area roadways to estimate future traffic volumes for the years 2017, 2020,
and 2035 (cumulative analysis). These rates were developed based on a
combination of factors, including the 2035 KernCOG traffic model output,
historical growth rates, and the addition of turning movement volumes from other
approved future projects in the study area (including the medical facility to the
north). The growth rates effectively capture the City’s current and expected
growth over the relevant time periods addressed in this EIR.
2017 Conditions
Tables 4.12-9, 4.12-10, and 4.12-11 summarize the conditions projected at the
stop-controlled intersections, signalized intersections, and roadway segments,
respectively, under future baseline conditions for 2017. Under 2017 baseline
conditions, the following 11 unsignalized intersections, seven signalized
intersections, and three roadway segments are projected to exceed LOS C in
2017 without the project during one or more of the analysis periods.
Intersections
Unsignalized
Golden Gate Drive/Panama Lane (ID 17)
South Union Avenue/Berkshire Road (ID 36)
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Ashe Road/McCutchen Road (ID 38)
Mountain Ridge Drive/McCutchen Road (ID 39)
Akers Road/Hosking Avenue (ID 41)
South H Street/McKee Road (ID 53)
South Union Avenue/McKee Road (ID 54)
Akers Road/Taft Highway (SR 119) (ID 56)
Hughes Lane/Taft Highway (SR 119) (ID 58)
Shannon Drive/Taft Highway (ID 61)
Cottonwood Road/Panama Road (ID 63)
Signalized
Wible Road/White Lane (ID 3)
South H Street/White Lane (ID 6)
South Union Avenue/White Lane (ID 8)
Monitor Street/Panama Lane (ID 25)
Stine Road & Hosking Avenue (ID 40)
Ashe Road/Taft Highway (SR 19) (ID 74)
Gosford Road/Panama Lane (ID 87)
Roadway Segments
Hosking Avenue, between SR 99 and South H Street
Taft Highway (SR 119), between Wible Road and South H Street
Taft Highway (SR 119), between South H Street and Chevalier Road
Table 4.12-9. Unsignalized Intersection Operations (2017)
ID Intersection Stop Control Direction
2017 Baseline
AM PM Saturday
17 Golden Gate Drive/Panama Lane Northbound/ Southbound F/F F/F F/F
27 Sparks Street/Panama Lane1 Northbound/ Southbound -/- -/- -/-
28 Cottonwood Road/Panama Lane Overall Intersection C C B
36 South Union Avenue/Berkshire Road Overall Intersection F B B
38 Ashe Road/McCutchen Road Eastbound/Westbound F/F F/F A/A
39 Mountain Ridge Drive/McCutchen Road Northbound/Southbound D/C F/F C/C
41 Akers Road/Hosking Avenue Overall Intersection D C B
43 Hughes Lane/Hosking Avenue Northbound C C B
City of Bakersfield Section 4.12. Transportation and Traffic
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ID Intersection Stop Control Direction
2017 Baseline
AM PM Saturday
49 Cottonwood Road/Hosking Avenue Eastbound/Westbound C/B C/B C/-
53 South H Street/McKee Road Overall Intersection F A A
54 South Union Avenue/McKee Road Eastbound/Westbound F/D F/F C/C
56 Akers Road/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/-
58 Hughes Lane/Taft Highway (SR 119) Northbound/Southbound F/E F/F F/-
61 Shannon Drive/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/F
63 Cottonwood Road/Taft Highway (SR 119) Overall Intersection B C D
64 South H Street/Northbound SR 99 off-ramp Eastbound A B A
1 Future Intersection
SR = State Route
Table 4.12-10. Signalized Intersection Operations (2017)
ID Intersection
2017 Baseline
AM PM Saturday
3 Wible Road/White Lane C D C
4 Southbound SR 99 off-ramp/White Lane B B B
5 Northbound SR 99 off-ramp/White Lane B A B
6 South H Street/White Lane D E C
8 South Union Avenue/White Lane C D C
9 South H Street/Pacheco Road C C C
10 South Union Avenue/Pacheco Road C C B
14 South H Street/Fairview Road C C B
15 South Union Avenue/Fairview Road C B B
16 Ashe Road/Panama Lane C C B
18 Stine Road/Panama Lane C C C
19 Akers Road/Panama Lane C B B
20 Wible Road/Panama Lane C B C
21 Southbound SR 99 off-ramp/Panama Lane B B B
22 Northbound SR 99 off-ramp/Panama Lane B B A
23 Colony Street/Panama Lane C C C
24 South H Street/Panama Lane B C C
25 Monitor Street/Panama Lane E B B
26 South Union Avenue/Panama Lane B C C
33 Colony Street/Berkshire Road1 - - -
34 South H St/Berkshire Road C C C
City of Bakersfield Section 4.12. Transportation and Traffic
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ID Intersection
2017 Baseline
AM PM Saturday
37 South H Street/Project Site1 - - -
40 Stine Road & Hosking Ave C D C
42 Wible Road & Hosking Ave C C C
44 SB 99 off ramp & Hosking Ave - - -
45 NB 99 on ramp & Hosking Ave - - -
46 South H Street & Hosking Avenue C C C
47 Monitor St/Hosking Avenue C C C
48 South Union Avenue/Hosking Avenue C B C
55 Stine Road/Taft Highway (SR 119) C B C
57 Wible Road/Taft Highway (SR 119) C B C
59 Southbound SR 99 off-ramp/Taft Highway (SR 119) B C C
60 South H Street/Taft Highway C C B
62 South Union Avenue/Panama Road C C C
74 Ashe Road/Taft Highway (SR 119) C D C
76 Gosford Road/McCutchen Road A C B
87 Gosford Road/Panama Lane F F F
1 Access point to proposed project site – would not exist under No Project conditions.
SR = State Route
Table 4.12-11. Roadway Segment Operations (2017)
Roadway Segment Capacity
2017 Baseline
ADT V/C
Berkshire Rd: S. H St–Union Ave (SR 204) 15,000 7,067 0.47
White Ln: W. of Union Ave 40,000 9,961 0.25
White Ln: Hughes Ln–H St 40,000 25,767 0.64
White Ln: H St–Monitor St 40,000 13,073 0.33
White Ln: Wible Rd – SR 99 60,000 35,882 0.60
Panama Ln: Gosford Rd–Ashe Rd 22,500 9,339 0.42
Panama Ln: Ashe Rd–Stine Rd 47,500 24,179 0.51
Panama Ln: Stine Rd–Akers Rd 60,000 28,914 0.48
Panama Ln: Akers Rd–Wible Rd 60,000 35,534 0.59
Panama Ln: Wible Rd–SR 99 60,000 47,630 0.79
Panama Ln: SR 99–So. H St 50,000 26,911 0.54
Panama Ln: S. H St–Union Ave (SR 204) 40,000 11,679 0.29
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Roadway Segment Capacity
2017 Baseline
ADT V/C
Panama Ln: S. Union Ave (SR 204)–Cottonwood Rd 15,000 8,400 0.56
Hosking Rd: Stine Rd–Wible Rd 15,000 7,219 0.48
Hosking Ave: Wible Rd–SR 99 15,000 9,641 0.64
Hosking Ave: SR 99–S. H St 15,000 17,366 1.16
Hosking Ave: S. H St–S. Union Ave 15,000 4,981 0.33
Hosking Ave: S. Union Ave–Cottonwood Rd 15,000 1,961 0.13
Taft Hwy (SR 119): Ashe Rd–Stine Rd 15,000 10,298 0.69
Taft Hwy (SR 119): Stine Rd–Akers Rd 15,000 10,406 0.69
Taft Hwy (SR 119): Akers Rd–Wible Rd 15,000 10,431 0.70
Taft Hwy (SR 119): Wible Rd–S. H St 15,000 12,131 0.81
Taft Hwy (SR 119): S. H St–Chevalier Rd 15,000 13,677 0.91
Panama Rd.: Chevalier Rd–Cottonwood Rd 15,000 11,267 0.75
S. H St: White Ln–Pacheco Rd 40,000 20,390 0.51
S. H St: Pacheco Rd–Fairview Rd 40,000 14,418 0.36
S. H St: Fairview Rd–Panama Ln 40,000 14,585 0.36
S. H St: Panama Ln–Hosking Ave 40,000 12,971 0.32
S. H St: Hosking Ave–McKee Rd 40,000 5,050 0.13
S. H St: McKee Rd–Taft Hwy (SR 119) 40,000 7,138 0.18
Cottonwood Rd: Hosking Ave–Panama Rd 15,000 6,651 0.44
S. Union Ave: White Ln–Pacheco Rd 40,000 27,125 0.68
S. Union Ave: Fairview Rd–Panama Ln 40,000 14,586 0.36
S. Union Ave: Panama Ln–Hosking Rd 40,000 12,938 0.32
S. Union Ave: Hosking Rd–Panama Rd 40,000 15,757 0.39
S. Union Ave: Pacheco Rd–Fairview Rd 40,000 16,970 0.42
1 Roadway is fully improved; no mitigation.
ADT = average daily traffic
SR = State Route
V/C = volume to capacity ratio
City of Bakersfield Section 4.12. Transportation and Traffic
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2020 Conditions
Tables 4.12-12, 4.12-13, and 4.12-14 summarize the conditions projected at the
stop-controlled intersections, signalized intersections, and roadway segments,
respectively, under future baseline conditions for 2020. Under 2020 baseline
conditions, the following 14 unsignalized intersections, eight signalized
intersections, and four roadway segments are projected to exceed LOS C during
one or more of the analysis periods by 2020.
Intersections
Unsignalized
Golden Gate Drive/Panama Lane (ID 17)
Cottonwood Road/Panama Lane (ID 28)
South Union Avenue/Berkshire Road (ID 36)
Ashe Road/McCutchen Road (ID 38)
Mountain Ridge Drive/McCutchen Road (ID 39)
Akers Road/Hosking Avenue (ID 41)
Hughes Lane/Hosking Avenue (ID 43)
Cottonwood Road/ Hosking Avenue (ID 49) (Recently Signalized)
South H Street/McKee Road (ID 53)
South Union Avenue/McKee Road (ID 54)
Akers Road/Taft Highway (SR 119) (ID 56)
Hughes Lane/Taft Highway (SR 119) (ID 58)
Shannon Drive/Taft Highway (ID 61)
Cottonwood Road/Panama Road (ID 63)
Signalized
Wible Road/White Lane (ID 3)
South H Street/White Lane (ID 6)
South Union Avenue/White Lane (ID 8)
South H Street/Panama Lane (ID 24)
Monitor Street/Panama Lane (ID 25)
Stine Road & Hosking Avenue (ID 40)
Ashe Road/Taft Highway (SR 119) (ID 74)
Gosford Road/Panama Lane (ID 87)
City of Bakersfield Section 4.12. Transportation and Traffic
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Roadway Segments
Panama Lane, between Wible Road and SR 99
Hosking Avenue, between SR 99 and South H Street
Taft Highway (SR 119), between Wible Road and South H Street
Taft Highway (SR 119), between South H Street and Chevalier Road
Table 4.12-12. Unsignalized Intersection Operations (2020)
ID Intersection Stop Control Direction
2020 Baseline
AM PM Saturday
17 Golden Gate Drive/Panama Lane Northbound/Southbound F/F F/F F/F
27 Sparks Street/Panama Lane1 Northbound/Southbound -/- -/- -/-
28 Cottonwood Road/Panama Lane Overall Intersection D E C
36 South Union Avenue/Berkshire Road Overall Intersection F C B
38 Ashe Road/McCutchen Road Eastbound/Westbound F/F F/F B/B
39 Mountain Ridge Drive/McCutchen Road Northbound/Southbound E/D F/F C/D
41 Akers Road/Hosking Avenue Overall Intersection F E C
43 Hughes Lane/Hosking Avenue Northbound F C B
49 Cottonwood Road/Hosking Avenue Eastbound/Westbound C/C C/C E/-
53 South H Street/McKee Road Overall Intersection F A B
54 South Union Avenue/McKee Road Eastbound/Westbound F/E F/F C/C
56 Akers Road/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/-
58 Hughes Lane/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/-
61 Shannon Drive/Taft Highway Northbound/Southbound F/F F/F F/F
63 Cottonwood Road/Taft Highway (SR 119) Overall Intersection B C F
64 South H Street/Northbound SR 99 off-ramp Eastbound A B A
1 Future Intersection
SR = State Route
City of Bakersfield Section 4.12. Transportation and Traffic
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Draft Environmental Impact Report
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Table 4.12-13. Signalized Intersection Operations (2020)
ID Intersection
2020 Baseline
AM PM Saturday
3 Wible Road/White Lane C D C
4 Southbound SR 99 off-ramp/White Lane B B B
5 Northbound SR 99 off-ramp/White Lane B A A
6 South H Street/White Lane D F C
8 South Union Avenue/White Lane C D C
9 South H Street/Pacheco Road C C C
10 South Union Avenue/Pacheco Road C C B
14 South H Street/Fairview Road C C B
15 South Union Avenue/Fairview Road B B B
16 Ashe Road/Panama Lane B C C
18 Stine Road/Panama Lane C C C
19 Akers Road/Panama Lane C B B
20 Wible Road/Panama Lane C C C
21 Southbound SR 99 off-ramp/Panama Lane C B C
22 Northbound SR 99 off-ramp/Panama Lane B B A
23 Colony Street/Panama Lane C C C
24 South H Street/Panama Lane C C D
25 Monitor Street/Panama Lane E C B
26 South Union Avenue/Panama Lane C C C
33 Colony Street/Berkshire Road1 - - -
34 South H St/Berkshire Road C C C
37 South H Street/Project Site1 - - -
40 Stine Road & Hosking Ave C D C
42 Wible Road & Hosking Ave C C C
44 SB 99 off ramp & Hosking Ave - - -
45 NB 99 on ramp & Hosking Ave - - -
46 South H Street & Hosking Avenue C C C
47 Monitor St/Hosking Avenue C C C
48 South Union Avenue/Hosking Avenue C B C
55 Stine Road/Taft Highway (SR 119) C B C
57 Wible Road/Taft Highway (SR 119) C C C
59 Southbound SR 99 off-ramp/Taft Highway (SR 119) B C C
60 South H Street/Taft Highway C C B
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Draft Environmental Impact Report
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ID Intersection
2020 Baseline
AM PM Saturday
62 South Union Avenue/Panama Road C C C
74 Ashe Road/Taft Highway (SR 119) C F B
76 Gosford Road/McCutchen Road B B B
87 Gosford Road/Panama Lane F F F
1 Access point to proposed project site – would not exist under No Project conditions.
SR = State Route
Table 4.12-14. Roadway Segment Operations (2020)
Roadway Segment Capacity
2020 Baseline
ADT V/C
Berkshire Rd: S. H St–Union Ave (SR 204) 15,000 7,281 0.49
White Ln: W. of Union Ave 40,000 10,205 0.26
White Ln: Hughes Ln–H St 40,000 26,347 0.66
White Ln: H St–Monitor St 40,000 13,252 0.33
White Ln: Wible Rd – SR 99 60,000 36,237 0.60
Panama Ln: Gosford Rd–Ashe Rd 22,500 10,770 0.48
Panama Ln: Ashe Rd–Stine Rd 47,500 25,329 0.53
Panama Ln: Stine Rd–Akers Rd 60,000 30,683 0.51
Panama Ln: Akers Rd–Wible Rd 60,000 36,611 0.61
Panama Ln: Wible Rd–SR 99 60,000 49,073 0.82
Panama Ln: SR 99–So. H St 50,000 29,023 0.58
Panama Ln: S. H St–Union Ave (SR 204) 40,000 12,762 0.32
Panama Ln: S. Union Ave (SR 204)–Cottonwood Rd 15,000 9,009 0.60
Hosking Rd: Stine Rd–Wible Rd 15,000 8,222 0.55
Hosking Ave: Wible Rd–SR 99 15,000 10,845 0.72
Hosking Ave: SR 99–S. H St 15,000 19,254 1.28
Hosking Ave: S. H St–S. Union Ave 15,000 5,457 0.36
Hosking Ave: S. Union Ave–Cottonwood Rd 15,000 2,222 0.15
Taft Hwy (SR 119): Ashe Rd–Stine Rd 15,000 10,948 0.73
Taft Hwy (SR 119): Stine Rd–Akers Rd 15,000 11,130 0.74
Taft Hwy (SR 119): Akers Rd–Wible Rd 15,000 11,173 0.74
Taft Hwy (SR 119): Wible Rd–S. H St 15,000 12,726 0.85
Taft Hwy (SR 119): S. H St–Chevalier Rd 15,000 14,239 0.95
City of Bakersfield Section 4.12. Transportation and Traffic
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Roadway Segment Capacity
2020 Baseline
ADT V/C
Panama Rd.: Chevalier Rd–Cottonwood Rd 15,000 11,837 0.79
S. H St: White Ln–Pacheco Rd 40,000 20,697 0.52
S. H St: Pacheco Rd–Fairview Rd 40,000 14,771 0.37
S. H St: Fairview Rd–Panama Ln 40,000 15,027 0.38
S. H St: Panama Ln–Hosking Ave 40,000 14,381 0.36
S. H St: Hosking Ave–McKee Rd 40,000 5,814 0.15
S. H St: McKee Rd–Taft Hwy (SR 119) 40,000 7,865 0.20
Cottonwood Rd: Hosking Ave–Panama Rd 15,000 7,374 0.49
S. Union Ave: White Ln–Pacheco Rd 40,000 28,718 0.72
S. Union Ave: Fairview Rd–Panama Ln 40,000 15,602 0.39
S. Union Ave: Panama Ln–Hosking Rd 40,000 14,195 0.35
S. Union Ave: Hosking Rd–Panama Rd 40,000 17,987 0.45
S. Union Ave: Pacheco Rd–Fairview Rd 40,000 17,871 0.45
ADT = average daily traffic
SR = State Route
V/C = volume to capacity ratio
4.12.4.2 Criteria for Determining Significance
The criteria used to determine the significance of an impact on transportation are
based on Appendix G of the State CEQA Guidelines. The proposed project could
have a significant impact on the environment if it would result in any of the
following.
a) Conflict with an applicable plan, ordinance, or policy establishing measures
of effectiveness for the performance of the circulation system, taking into
account all modes of transportation, including mass transit and
non‐motorized travel and relevant components of the circulation system,
including, but not limited to, intersections, streets, highways and freeways,
pedestrian and bicycle paths, and mass transit.
b) Conflict with an applicable congestion management program, including, but
not limited to, level‐of‐service standards and travel demand measures or
other standards established by the county congestion management agency for
designated roads or highways.
c) Result in a change in air traffic patterns, including either an increase in traffic
levels or a change in location that results in substantial safety risks.
d) Substantially increase hazards because of a design feature (e.g., sharp curves
or dangerous intersections) or incompatible uses (e.g., farm equipment).
e) Result in inadequate emergency access.
City of Bakersfield Section 4.12. Transportation and Traffic
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f) Conflict with adopted policies, plans, or programs regarding public transit,
bicycle or pedestrian facilities, or otherwise decrease the performance or
safety of such facilities.
Threshold c was evaluated during the initial study process and was determined to
result in no impact related to air traffic. As such, this impact is not further
evaluated below. For a detailed discussion of this impact, refer to Appendix A.
4.12.4.3 Project Impacts
Impact TR-1. The proposed project would not conflict
with an applicable plan, ordinance, or policy
establishing measures of effectiveness for the
performance of the circulation system, taking into
account all modes of transportation, including mass
transit and non‐motorized travel and relevant
components of the circulation system, including, but
not limited to, intersections, streets, highways and
freeways, pedestrian and bicycle paths, and mass
transit.
Construction
Temporary increases in traffic from project construction have the potential to
increase the LOS on study area roadways as a result of worker commutes,
deliveries, temporary road closures, and other construction activities that would
occur along or in surrounding roadways. The impact of construction-generated
traffic on area traffic volumes and LOS is considered potentially significant, but
implementation of a traffic control plan identified in mitigation measure MM
TR-1 below would reduce this impact to a less-than-significant level by including
requirements such as requiring construction-generated traffic to avoid
intersections and roadway segments that operate at LOS D or worse at the peak
periods by either traveling different routes or by traveling at non-peak times of
day; planning access to existing residences in the area at all times; providing
adequate parking for construction workers’ vehicles, construction trucks, and
equipment within the designated staging areas throughout the construction
period; and restricting delivery of construction materials to between the hours of
9:00 a.m. and 3:00 p.m. to avoid more congested morning and evening hours.
Additional requirements are also listed in MM TR-1. Construction traffic impacts
would be less than significant.
City of Bakersfield Section 4.12. Transportation and Traffic
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Draft Environmental Impact Report
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Operation
The first phase of the proposed project is expected to be completely operational
in 2017. The second phase of the proposed project is expected to be complete in
2020. In order to estimate future conditions with the project, future traffic was
added to the 2014 counts plus the project so that impacts are assessed for 2017
and 2020.
The City of Bakersfield and Kern County have two standards for determining
whether project traffic has a significant impact and therefore requires mitigation.
First, mitigation is required when the addition of project traffic causes the LOS of
an intersection or street segment to drop below LOS C. Second, if an intersection
or street operates below LOS C in the base year prior to the addition of project
traffic, mitigation would be required only as necessary to maintain the same LOS
existing prior to the project’s impacts.
Tables 4.12-15, 4.12-16, and 4.12-17 summarize the LOS or V/C ratio projected
at the stop-controlled intersections, signalized intersections, and roadway
segments, respectively, under future conditions with the proposed project in
place.
City of Bakersfield Section 4.12. Transportation and Traffic
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Table 4.12-15. Unsignalized Intersection Operations with Project (2017)
ID Intersection Stop Control Direction
2017 Baseline 2017 + Phase I
Impact? AM PM Saturday AM PM Saturday
17 Golden Gate Drive/Panama Lane Northbound/ Southbound F/F F/F F/F F/F F/F F/F Yes
27 Sparks Street/Panama Lane1 Northbound/ Southbound -/- -/- -/- -/- -/- -/- No
28 Cottonwood Road/Panama Lane Overall Intersection C C B C D C Yes
36 South Union Avenue/Berkshire Road Overall Intersection F B B F B B Yes
38 Ashe Road/McCutchen Road Eastbound/Westbound F/F F/F A/A F/F F/F B/A Yes
39 Mountain Ridge Drive/McCutchen Road Northbound/Southbound D/C F/F C/C D/C F/F C/C Yes
41 Akers Road/Hosking Avenue Overall Intersection D C B E E C Yes
43 Hughes Lane/Hosking Avenue Northbound C C B D C C Yes
49 Cottonwood Road/Hosking Avenue Eastbound/Westbound C/B C/B C/- C/C C/C D/- Yes
53 South H Street/McKee Road Overall Intersection F A A F A B Yes
54 South Union Avenue/McKee Road Eastbound/Westbound F/D F/F C/C F/D F/F C/C Yes
56 Akers Road/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/- F/F F/F F/- Yes
58 Hughes Lane/Taft Highway (SR 119) Northbound/Southbound F/E F/F F/- F/E F/F F/- Yes
61 Shannon Drive/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
63 Cottonwood Road/Taft Highway (SR 119) Overall Intersection B C D B C D Yes
64 South H Street/Northbound SR 99 off-ramp Eastbound A B A A B A No
1 Future Intersection
SR = State Route
City of Bakersfield Section 4.12. Transportation and Traffic
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Draft Environmental Impact Report
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ICF 393.14
Table 4.12-16. Signalized Intersection Operations with Project (2017)
ID Intersection
2017 Baseline 2017 + Project Phase I
Impact? AM PM Saturday AM PM Saturday
3 Wible Road/White Lane C D C C D C No
4 Southbound SR 99 off-ramp/White Lane B B B B B B No
5 Northbound SR 99 off-ramp/White Lane B A B B A B No
6 South H Street/White Lane D E C D E C No
8 South Union Avenue/White Lane C D C C D C No
9 South H Street/Pacheco Road C C C C C C No
10 South Union Avenue/Pacheco Road C C B C C B No
14 South H Street/Fairview Road C C B C C B No
15 South Union Avenue/Fairview Road C B B B B C No
16 Ashe Road/Panama Lane C C B C C C No
18 Stine Road/Panama Lane C C C C C C No
19 Akers Road/Panama Lane C B B C B B No
20 Wible Road/Panama Lane C B C C C C No
21 Southbound SR 99 off-ramp/Panama Lane B B B B B B No
22 Northbound SR 99 off-ramp/Panama Lane B B A B B A No
23 Colony Street/Panama Lane C C C C C C No
24 South H Street/Panama Lane B C C C C D Yes
25 Monitor Street/Panama Lane E B B E C B No
26 South Union Avenue/Panama Lane B C C B C C No
33 Colony Street/Berkshire Road1 - - - D C B Yes
34 South H St/Berkshire Road C C C C C C No
37 South H Street/Project Site1 - - - B B B No
40 Stine Road & Hosking Ave C D C C D C No
City of Bakersfield Section 4.12. Transportation and Traffic
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Draft Environmental Impact Report
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ID Intersection
2017 Baseline 2017 + Project Phase I
Impact? AM PM Saturday AM PM Saturday
42 Wible Road & Hosking Ave C C C C C C No
44 SB 99 off ramp & Hosking Ave - - - - - - No
45 NB 99 on ramp & Hosking Ave - - - - - - No
46 South H Street & Hosking Avenue C C C C E E Yes
47 Monitor St/Hosking Avenue C C C C C C No
48 South Union Avenue/Hosking Avenue C B C C C C No
55 Stine Road/Taft Highway (SR 119) C B C C B C No
57 Wible Road/Taft Highway (SR 119) C B C C B C No
59 Southbound SR 99 off-ramp/Taft Highway (SR 119) B C C B C C No
60 South H Street/Taft Highway C C B C C B No
62 South Union Avenue/Panama Road C C C C B C No
74 Ashe Road/Taft Highway (SR 119) C D C C F C Yes
76 Gosford Road/McCutchen Road A C B A B B No
87 Gosford Road/Panama Lane F F F F F F Yes
1 Access point to proposed project site – would not exist under No Project conditions.
SR = State Route
City of Bakersfield Section 4.12. Transportation and Traffic
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Draft Environmental Impact Report
4.12-35
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Table 4.12-17. Roadway Segment Operations with Project (2017)
Roadway Segment Capacity
2017 Baseline 2017 + Phase I
Impact? ADT V/C ADT V/C
Berkshire Rd: S. H St–Union Ave (SR 204) 15,000 7,067 0.47 8,137 0.54 No
White Ln: W. of Union Ave 40,000 9,961 0.25 10,293 0.26 No
White Ln: Hughes Ln–H St 40,000 25,767 0.64 26,259 0.66 No
White Ln: H St–Monitor St 40,000 13,073 0.33 13,107 0.33 No
White Ln: Wible Rd – SR 99 60,000 35,882 0.60 36,203 0.60 No
Panama Ln: Gosford Rd–Ashe Rd 22,500 9,339 0.42 9,426 0.42 No
Panama Ln: Ashe Rd–Stine Rd 47,500 24,179 0.51 24,735 0.52 No
Panama Ln: Stine Rd–Akers Rd 60,000 28,914 0.48 29,888 0.50 No
Panama Ln: Akers Rd–Wible Rd 60,000 35,534 0.59 36,743 0.61 No
Panama Ln: Wible Rd–SR 99 60,000 47,630 0.79 49,192 0.82 Yes1
Panama Ln: SR 99–So. H St 50,000 26,911 0.54 29,308 0.59 No
Panama Ln: S. H St–Union Ave (SR 204) 40,000 11,679 0.29 12,867 0.32 No
Panama Ln: S. Union Ave (SR 204)–Cottonwood Rd 15,000 8,400 0.56 8,903 0.59 No
Hosking Rd: Stine Rd–Wible Rd 15,000 7,219 0.48 8,781 0.59 No
Hosking Ave: Wible Rd–SR 99 15,000 9,641 0.64 11,663 0.78 No
Hosking Ave: SR 99–S. H St 15,000 17,366 1.16 24,203 1.61 Yes
Hosking Ave: S. H St–S. Union Ave 15,000 4,981 0.33 6,126 0.41 No
Hosking Ave: S. Union Ave–Cottonwood Rd 15,000 1,961 0.13 2,464 0.16 No
Taft Hwy (SR 119): Ashe Rd–Stine Rd 15,000 10,298 0.69 10,372 0.69 No
Taft Hwy (SR 119): Stine Rd–Akers Rd 15,000 10,406 0.69 10,748 0.72 No
Taft Hwy (SR 119): Akers Rd–Wible Rd 15,000 10,431 0.70 10,880 0.73 No
Taft Hwy (SR 119): Wible Rd–S. H St 15,000 12,131 0.81 12,191 0.81 Yes
Taft Hwy (SR 119): S. H St–Chevalier Rd 15,000 13,677 0.91 14,041 0.94 Yes
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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Roadway Segment Capacity
2017 Baseline 2017 + Phase I
Impact? ADT V/C ADT V/C
Panama Rd.: Chevalier Rd–Cottonwood Rd 15,000 11,267 0.75 11,545 0.77 No
S. H St: White Ln–Pacheco Rd 40,000 20,390 0.51 21,128 0.53 No
S. H St: Pacheco Rd–Fairview Rd 40,000 14,418 0.36 15,349 0.38 No
S. H St: Fairview Rd–Panama Ln 40,000 14,585 0.36 15,741 0.39 No
S. H St: Panama Ln–Hosking Ave 40,000 12,971 0.32 16,395 0.41 No
S. H St: Hosking Ave–McKee Rd 40,000 5,050 0.13 6,815 0.17 No
S. H St: McKee Rd–Taft Hwy (SR 119) 40,000 7,138 0.18 8,508 0.21 No
Cottonwood Rd: Hosking Ave–Panama Rd 15,000 6,651 0.44 6,854 0.46 No
S. Union Ave: White Ln–Pacheco Rd 40,000 27,125 0.68 27,692 0.69 No
S. Union Ave: Fairview Rd–Panama Ln 40,000 14,586 0.36 15,645 0.39 No
S. Union Ave: Panama Ln–Hosking Rd 40,000 12,938 0.32 13,633 0.34 No
S. Union Ave: Hosking Rd–Panama Rd 40,000 15,757 0.39 16,131 0.40 No
S. Union Ave: Pacheco Rd–Fairview Rd 40,000 16,970 0.42 17,762 0.44 No
1 Roadway is fully improved; no mitigation.
ADT = average daily traffic
SR = State Route
V/C = volume to capacity ratio
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Table 4.12-18. Unsignalized Intersection Operations with Project (2020)
ID Intersection Stop Control Direction
2020 Baseline 2020 + Phases I & II
Impact? AM PM Saturday AM PM Saturday
17 Golden Gate Drive/Panama Lane Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
27 Sparks Street/Panama Lane1 Northbound/Southbound -/- -/- -/- -/- -/- -/- No
28 Cottonwood Road/Panama Lane Overall Intersection D E C E E D Yes
36 South Union Avenue/Berkshire Road Overall Intersection F C B F C C Yes
38 Ashe Road/McCutchen Road Eastbound/Westbound F/F F/F B/B F/F F/F B/B Yes
39 Mountain Ridge Drive/McCutchen Road Northbound/Southbound E/D F/F C/D F/E F/F C/F Yes
41 Akers Road/Hosking Avenue Overall Intersection F E C F E E Yes
43 Hughes Lane/Hosking Avenue Northbound F C B F D C Yes
49 Cottonwood Road/Hosking Avenue Eastbound/Westbound C/C C/C E/- C/C C/C F/- Yes
53 South H Street/McKee Road Overall Intersection F A B F A C Yes
54 South Union Avenue/McKee Road Eastbound/Westbound F/E F/F C/C F/F F/F C/C Yes
56 Akers Road/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/- F/F F/F F/- Yes
58 Hughes Lane/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/- F/F F/F F/- Yes
61 Shannon Drive/Taft Highway Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
63 Cottonwood Road/Taft Highway (SR 119) Overall Intersection B C F B C F Yes
64 South H Street/Northbound SR 99 off-ramp Eastbound A B A A B B No
1 Future Intersection
SR = State Route
City of Bakersfield Section 4.12. Transportation and Traffic
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Table 4.12-19. Signalized Intersection Operations with Project (2020)
ID Intersection
2020 Baseline 2020 + Project Phases I & II
Impact? AM PM Saturday AM PM Saturday
3 Wible Road/White Lane C D C C D C No
4 Southbound SR 99 off-ramp/White Lane B B B B B B No
5 Northbound SR 99 off-ramp/White Lane B A A B A B No
6 South H Street/White Lane D F C D F C No
8 South Union Avenue/White Lane C D C C D C No
9 South H Street/Pacheco Road C C C C C C No
10 South Union Avenue/Pacheco Road C C B C C B No
14 South H Street/Fairview Road C C B B C B No
15 South Union Avenue/Fairview Road B B B B B B No
16 Ashe Road/Panama Lane B C C B C B No
18 Stine Road/Panama Lane C C C C C C No
19 Akers Road/Panama Lane C B B C C B No
20 Wible Road/Panama Lane C C C C C C No
21 Southbound SR 99 off-ramp/Panama Lane C B C C B C No
22 Northbound SR 99 off-ramp/Panama Lane B B A B B A No
23 Colony Street/Panama Lane C C C C C C No
24 South H Street/Panama Lane C C D B C F Yes
25 Monitor Street/Panama Lane E C B F C B Yes
26 South Union Avenue/Panama Lane C C C B C D Yes
33 Colony Street/Berkshire Road1 - - - F B B Yes
34 South H St/Berkshire Road C C C D D D Yes
37 South H Street/Project Site1 - - - B C D Yes
40 Stine Road & Hosking Ave C D C C E C Yes
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ID Intersection
2020 Baseline 2020 + Project Phases I & II
Impact? AM PM Saturday AM PM Saturday
42 Wible Road & Hosking Ave C C C C C C No
44 SB 99 off ramp & Hosking Ave - - - - - - No
45 NB 99 on ramp & Hosking Ave - - - - - - No
46 South H Street & Hosking Avenue C C C D F F Yes
47 Monitor St/Hosking Avenue C C C D C C Yes
48 South Union Avenue/Hosking Avenue C B C C C C No
55 Stine Road/Taft Highway (SR 119) C B C C B C No
57 Wible Road/Taft Highway (SR 119) C C C C C C No
59 Southbound SR 99 off-ramp/Taft Highway (SR 119) B C C C C C No
60 South H Street/Taft Highway C C B C C B No
62 South Union Avenue/Panama Road C C C C C C No
74 Ashe Road/Taft Highway (SR 119) C F B C E C Yes
76 Gosford Road/McCutchen Road B B B B B B No
87 Gosford Road/Panama Lane F F F F F F Yes
1 Access point to proposed project site – would not exist under No Project conditions.
SR = State Route
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Table 4.12-20. Roadway Segment Operations with Project (2020)
Roadway Segment Capacity
2020 Baseline 2020 + Phases I & II
Impact? ADT V/C ADT V/C
Berkshire Rd: S. H St–Union Ave (SR 204) 15,000 7,281 0.49 9,025 0.60 No
White Ln: W. of Union Ave 40,000 10,205 0.26 10,815 0.27 No
White Ln: Hughes Ln–H St 40,000 26,347 0.66 27,171 0.68 No
White Ln: H St–Monitor St 40,000 13,252 0.33 13,359 0.33 No
White Ln: Wible Rd – SR 99 60,000 36,237 0.60 36,783 0.61 No
Panama Ln: Gosford Rd–Ashe Rd 22,500 10,770 0.48 10,857 0.48 No
Panama Ln: Ashe Rd–Stine Rd 47,500 25,329 0.53 26,367 0.56 No
Panama Ln: Stine Rd–Akers Rd 60,000 30,683 0.51 32,374 0.54 No
Panama Ln: Akers Rd–Wible Rd 60,000 36,611 0.61 38,633 0.0.64 No
Panama Ln: Wible Rd–SR 99 60,000 49,073 0.82 51,662 0.86 Yes
Panama Ln: SR 99–So. H St 50,000 29,023 0.58 32,971 0.66 No
Panama Ln: S. H St–Union Ave (SR 204) 40,000 12,762 0.32 14,763 0.37 No
Panama Ln: S. Union Ave (SR 204)–Cottonwood Rd 15,000 9,009 0.60 9,993 0.67 No
Hosking Rd: Stine Rd–Wible Rd 15,000 8,222 0.55 10,769 0.72 No
Hosking Ave: Wible Rd–SR 99 15,000 10,845 0.72 14,141 0.94 Yes
Hosking Ave: SR 99–S. H St 15,000 19,254 1.28 30,446 2.03 Yes
Hosking Ave: S. H St–S. Union Ave 15,000 5,457 0.36 7,340 0.49 No
Hosking Ave: S. Union Ave–Cottonwood Rd 15,000 2,222 0.15 3,089 0.21 No
Taft Hwy (SR 119): Ashe Rd–Stine Rd 15,000 10,948 0.73 11,022 0.73 No
Taft Hwy (SR 119): Stine Rd–Akers Rd 15,000 11,130 0.74 11,740 0.78 No
Taft Hwy (SR 119): Akers Rd–Wible Rd 15,000 11,173 0.74 11,975 0.80 No
Taft Hwy (SR 119): Wible Rd–S. H St 15,000 12,726 0.85 12,786 0.85 Yes
Taft Hwy (SR 119): S. H St–Chevalier Rd 15,000 14,239 0.95 14,870 0.99 Yes
City of Bakersfield Section 4.12. Transportation and Traffic
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Roadway Segment Capacity
2020 Baseline 2020 + Phases I & II
Impact? ADT V/C ADT V/C
Panama Rd.: Chevalier Rd–Cottonwood Rd 15,000 11,837 0.79 12,532 0.84 Yes
S. H St: White Ln–Pacheco Rd 40,000 20,697 0.52 21,949 0.55 No
S. H St: Pacheco Rd–Fairview Rd 40,000 14,771 0.37 16,344 0.41 No
S. H St: Fairview Rd–Panama Ln 40,000 15,027 0.38 16,910 0.2 No
S. H St: Panama Ln–Hosking Ave 40,000 14,381 0.36 20,020 0.50 No
S. H St: Hosking Ave–McKee Rd 40,000 5,814 0.15 8,703 0.22 No
S. H St: McKee Rd–Taft Hwy (SR 119) 40,000 7,865 0.20 10,144 0.25 No
Cottonwood Rd: Hosking Ave–Panama Rd 15,000 7,374 0.49 7,748 0.52 No
S. Union Ave: White Ln–Pacheco Rd 40,000 28,718 0.72 29,777 0.74 No
S. Union Ave: Fairview Rd–Panama Ln 40,000 15,602 0.39 17,410 0.44 No
S. Union Ave: Panama Ln–Hosking Rd 40,000 14,195 0.35 15,436 0.39 No
S. Union Ave: Hosking Rd–Panama Rd 40,000 17,987 0.45 18,747 0.47 No
S. Union Ave: Pacheco Rd–Fairview Rd 40,000 17,871 0.45 19,262 0.48 No
ADT = average daily traffic
SR = State Route
V/C = volume to capacity ratio
City of Bakersfield Section 4.12. Transportation and Traffic
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The proposed project would cause an increase in traffic that would have a
significant impact on area roadways and intersections in the future. As shown in
Table 4.12-7, the completed project is expected to generate 26,337 daily trips on
an average weekday and 668 weekday AM peak hour trips, 2,410 weekday PM
peak hour trips, and 2,918 Saturday peak hour trips.
The following sections describe the locations projected to exceed the City
standard of LOS C under 2017 and 2020 conditions (note that 2035 conditions
are described in Chapter 4, Cumulative Impact Analysis). Except where noted,
the locations and timing of identified deficiencies are the same as they are under
No Project conditions. However, in general, the additional trips added to the
system by the proposed project would result in higher levels of congestion than
without the project.
2017 Conditions with Project
Under 2017 baseline conditions plus the proposed project, the following 14
unsignalized intersections (see Table 4.12-15), five signalized intersections (see
Table 4.12-16), and four roadway segments (see Table 4.12-17) are projected to
exceed LOS C or V/C ratio of 0.80 during one or more of the analysis periods.
For intersections that exceed LOS C during 2017 without Phase I of the project,
impacts are also identified when the contribution of Phase I-related traffic would
increase delay by more than 5 seconds during the AM, PM, or Saturday peak
hours.
Intersections
Unsignalized
Golden Gate Drive/Panama Lane (ID 17)
Cottonwood Road/Panama Lane (ID 28)
South Union Avenue/Berkshire Road (ID 36)
Ashe Road/McCutchen Road (ID 38)
Mountain Ridge Drive/McCutchen Road (ID 39)
Akers Road/Hosking Avenue (ID 41)
Hughes Lane/Hosking Avenue (ID 43)
Cottonwood Road/ Hosking Avenue (ID 49) (Recently Signalized)
South H Street/ McKee Road (ID 53)
South Union Avenue/ McKee Road (ID 54)
Akers Road/Taft Highway (SR 119) (ID 56)
Hughes Lane/Taft Highway (SR 119) (ID 58)
Shannon Drive/Taft Highway (ID 61)
Cottonwood Road/Panama Road (ID 63)
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Signalized
South H Street/Panama Lane (ID 24)
Colony Street/Berkshire Road (ID 33)
South H Street/Hosking Avenue (ID 46)
Ashe Road/Taft Highway (SR 119) (ID 74)
Gosford Road/Panama Lane (ID 87)
Roadway Segments
Panama Lane, between Wible Road and SR 99
Hosking Avenue, between SR 99 and South H Street
Taft Highway (SR 119), between Wible Road and South H Street
Taft Highway (SR 119), between South H Street and Chevalier Road
2020 Conditions with Project
Under 2020 conditions with the project, the following 14 unsignalized
intersections (see Table 4.12-18), 10 signalized intersections (see Table 4.12-19),
and six roadway segments (see Table 4.12-20) are projected to exceed LOS C or
a V/C ratio of 0.8 during one or more of the analysis periods.
Intersections
Unsignalized
Golden Gate Drive/Panama Lane (ID 17)
South Union Avenue/ Berkshire Road (ID 36)
Ashe Road/ McCutchen Road (ID 38)
Hughes Lane/ Hosking Avenue (ID 43)
South H Street/McKee Road (ID 53)
South Union Avenue/McKee Road (ID 54)
Akers Road/Taft Highway (SR 119) (ID 56)
Hughes Lane/Taft Highway (SR 119) (ID 58)
Shannon Drive/Taft Highway (ID 61)
Cottonwood Road/Panama Road (ID 63)
Signalized
South Union Avenue/White Lane (ID 8)
South H Street/Panama Lane (ID 24)
Monitor Street/Panama Lane (ID 25)
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South Union Avenue/Panama Lane (ID 26)
Colony Street/Berkshire Road (ID 33)
South H Street/Berkshire Road (ID 34)
South H Street/Project Site (ID 37)
Stine Road & Hosking Avenue (ID 40)
South H Street & Hosking Avenue (ID 46)
Ashe Road/Taft Highway (SR 19) (ID 74)
Gosford Road/Panama Lane (ID 87)
Roadway Segments
Panama Lane: Wible Road–SR 99
Hosking Avenue: Wible Road–SR 99
Hosking Avenue: SR 99–South H Street
Taft Highway (SR 119): Wible Rd–South H Street
Taft Highway (SR 119): South H Street–Chevalier Road
Panama Road: Chevalier Road–Cottonwood Road
Mitigation Measures
MM TR-1. Prior to the issuance of grading permits, the project proponent shall
provide evidence to the City of Bakersfield Planning Division to demonstrate
compliance with the following:
(a) Develop and Implement a Traffic Control Plan. The project proponent
shall develop a Construction Traffic Control Plan in accordance with the
policies of the City of Bakersfield Public Works Department. The purpose of
the Plan is to mitigate construction-related traffic impacts throughout the
course of project construction. The Plan may include, but is not limited to,
the following elements:
(i) Plan for communicating construction plans with transit providers,
emergency service providers, residences, and businesses in the project
vicinity that may be affected by project construction.
(ii) Identification of roadway segments or intersections that exceed or are
approaching the standard of Level of Service C, and provisions for
construction-generated traffic to avoid these locations at the peak
periods, either by traveling different routes or by traveling at non-peak
times of day.
(iii) Access and circulation plan for use by emergency vehicles when lane
closures adjacent to the site are in effect, including provisions for
advance notice to local fire and police departments to ensure that
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alternative evacuation and emergency routes are designed to maintain
response times.
(iv) Plan for maintaining access to existing residences on the east side of
South H Street during construction activities.
(v) Provision for adequate parking for construction worker vehicles,
construction trucks, and equipment within the designated staging areas
throughout the construction period.
(vi) Plan for maintaining pedestrian and bicycle access and circulation
during project construction, where safe to do so.
(vii) Provisions for traffic controls on roadways adjacent to the project, if
needed during lane closures or major construction activities which
affect road right-of-way. Provisions could include flag persons wearing
bright orange or red vests and using a Stop/Slow paddle to control
oncoming traffic; posting of construction warning signs in accordance
with local standards or those set forth in the Manual on Uniform
Traffic Control Devices (Federal Highway Administration 2001) in
advance of the construction area and at any intersection that provides
access to the construction area.
(viii) Written notification provided to contractors regarding appropriate
routes to and from the construction site, and the weight and speed
limits on local roads used to access the construction site.
(ix) Provisions for signs to be posted at all active construction areas giving
the name and telephone number or e-mail address of the City staff
person designated to receive complaints regarding construction traffic.
MM TR-2: Phase I Traffic Improvements. Prior to the issuance of building
permits for the first phase of project development (Phase I), the project proponent
shall provide evidence to the City of Bakersfield Planning Division to
demonstrate that each of the improvements listed below has been designed in
accordance with City Standards and will be constructed prior to Opening Day for
Phase I or provide its percent share of the local mitigation transportation fee
and/or the Regional Transportation Impact Fee (RTIF). All mitigation will be
implemented prior to the impact occurring, pursuant to the mitigation fee
programs, and the project proponent shall obtain all necessary encroachment
permits prior to construction activities.
(a) Construct improvements at the intersection of Colony Street/Berkshire Road
(ID 33) by adding one northbound through lane and one southbound through
lane.
(b) Construct improvements at the intersection of South Union Avenue/
Berkshire Road (ID 36) by installing a traffic signal and adding one
eastbound left-turn lane, one eastbound through lane, one eastbound right-
turn lane, one westbound left-turn lane, one westbound through lane, one
westbound right-turn lane, one northbound left-turn lane, two northbound
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through lanes, one northbound right-turn lane, one southbound left-turn lane,
two southbound through lanes, and one southbound right-turn lane.
(c) Construct improvements at the intersection of South H Street/Hosking
Avenue (ID 46) by adding one eastbound left-turn lane, one eastbound
through lane, one eastbound right-turn lane, one westbound left-turn lane,
one westbound through lane, one northbound through lane, one northbound
right-turn lane, one southbound through lane, and one southbound right-turn
lane.
(d) Construct improvements to widen Hosking Avenue, between State Route
(SR) 99 and South H Street, by adding four lanes and a median.
(e) Pay the RTIF to construct improvements and install a traffic signal at the
intersection of Golden Gate Drive/Panama Lane (ID 17).
(f) Pay a 13% share of local mitigation transportation fee to construct
improvements at the intersection of Monitor Street/Panama Lane (ID 25),
which will include the addition of two northbound through lanes and two
southbound through lanes.
(g) Pay the RTIF to construct improvements at Cottonwood Road/Panama Lane
(ID 28), which will include installation of a traffic signal and the addition of
two eastbound left-turn lanes, two eastbound through lanes, one eastbound
right-turn lane, two westbound left-turn lanes, two west-bound through lanes,
one westbound right-turn lane, two northbound left-turn lanes, one
northbound through lane, one northbound right-turn lane, two southbound
left-turn lanes, one southbound through lane, and one southbound right-turn
lane.
(h) Pay the RTIF to construct improvements at the intersection of Ashe
Road/McCutchen Road (ID 38), which will include installation of a traffic
signal and the addition of two eastbound left-turn lanes, one eastbound
through lane, one eastbound right-turn lane, two westbound left-turn lanes,
one westbound through lane, one westbound right-turn lane, two northbound
left-turn lanes, two northbound through lanes, one northbound right-turn
lane, two southbound left-turn lanes, two southbound through lanes, and one
southbound right-turn lane.
(i) Pay the RTIF to construct improvements at the intersection of Mountain
Ridge Drive/McCutchen Road (ID 39), which will include installation of a
traffic signal and the addition of one eastbound left-turn lane, two eastbound
through lanes, one westbound left-turn lane, two westbound through lanes,
two northbound left-turn lanes, one northbound right-turn lane, two
southbound left-turn lanes, and one southbound right-turn lane.
(j) Pay the RTIF and a 6.96% share of local mitigation transportation fee to
construct improvements at the intersection of Cottonwood Road/Hosking
Avenue (ID 49), which will include the addition of one eastbound right-turn
lane.
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(k) Pay the RTIF to construct improvements at the intersection of South H
Street/McKee Road (ID 53), which will include the addition of one
northbound through lane and one southbound through lane.
(l) Pay the RTIF to construct improvements at the intersection of South Union
Avenue/McKee Road (ID 54), which will include installation of a traffic
signal and the addition of one eastbound left-turn lane, one eastbound right-
turn lane, one westbound left-turn lane, one westbound right-turn lane, one
northbound left-turn lane, one northbound through lane, one northbound
right-turn lane, one southbound left-turn lane, one southbound through lane,
and one southbound right-turn lane.
(m) Pay the RTIF to construct improvements at the intersection of Akers
Road/Taft Highway (ID 56), which will include installation of a traffic signal
and the addition of one eastbound left-turn lane, one eastbound right-turn
lane, one westbound left-turn lane, one westbound right-turn lane, one
northbound right-turn lane, and one southbound right-turn lane.
(n) Pay the RTIF and a 7.2% share of local mitigation transportation fee to
construct improvements at the intersection of Hughes Lane/Taft Highway
(ID 58), which will include installation of a traffic signal and the addition of
one eastbound left-turn lane, one eastbound right-turn lane, one westbound
left-turn lane, one westbound right-turn lane, one northbound right-turn lane,
and one southbound right turn lane.
(o) Pay the RTIF and a 3.4% share of local mitigation transportation fee to
construct improvements at the intersection of Shannon Drive/Taft Highway
(ID 61), which will include installation of a traffic signal and the addition of
one eastbound left-turn lane, one eastbound through lane, one eastbound
right-turn lane, one westbound left-turn lane, one westbound through lane,
one westbound right-turn lane, one northbound through lane, one northbound
right-turn lane, and one southbound right-turn lane.
(p) Pay the RTIF to construct improvements at the intersection of Cottonwood
Road/Taft Highway (SR 119) (ID 63), which will include the addition of one
eastbound left-turn lane and one eastbound right-turn lane.
(q) Pay the RTIF to construct improvements at the intersection of Ashe
Road/Taft Highway (SR 119) (ID 74), which will include the addition of one
eastbound through lane, one eastbound right-turn lane, one westbound
through lane, one westbound right-turn lane, one northbound left-turn lane,
one northbound right-turn lane, and one southbound left-turn lane.
(r) Pay the RTIF and a 2.08% share of local mitigation transportation fee to
construct improvements at the intersection of Gosford Road/Panama Lane
(ID 87), which will include the addition of one eastbound through lane, one
eastbound right-turn lane, one westbound through lane, two northbound left-
turn lanes, one northbound through lane, one northbound right-turn lane, one
southbound left-turn lane, and one southbound through lane.
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(s) Pay the RTIF to widen Taft Highway (SR 119) between Wible Road and
South H Street by two additional lanes.
(t) Pay the RTIF to widen Taft Highway (SR 119) between South H Street and
Chevalier Road by two additional lanes.
MM TR-3: Phase II Traffic Improvements. Prior to the issuance of building
permits for the second phase of project development (Phase II), the project
proponent shall provide evidence to the City of Bakersfield Planning Division to
demonstrate that each of the improvements listed below has been designed in
accordance with City Standards and will be constructed prior to Opening Day for
Phase II (anticipated to be Year 2020, but actual year subject to market
conditions) or provide its percent share of the local mitigation transportation fee
and/or the Regional Transportation Impact Fee (RTIF). All mitigation will be
implemented prior to the impact occurring, pursuant to the mitigation fee
programs and the project proponent shall obtain all necessary encroachment
permits prior to construction activities.
(a) Pay the RTIF and a 7.61% share of local mitigation transportation fee to
construct improvements at the intersection of South Union Avenue/White
Lane (ID 8), which would include the addition of one eastbound left-turn
lane, one eastbound through lane, one westbound left-turn lane, one
northbound right-turn lane, and one southbound right-turn lane.
(b) Pay the RTIF to construct improvements at the intersection of Golden Gate
Drive/Panama Lane (ID 17), which would include the addition of one
eastbound left-turn lane, one eastbound through lane, one eastbound right-
turn lane, two westbound left-turn lanes, one northbound through lane, and
one southbound left-turn lane.
(c) Pay the RTIF to construct improvements at the intersection of South Union
Avenue/Panama Lane (ID 26), which would include the addition of one
eastbound left-turn lane, two eastbound through lanes, one westbound left-
turn lane, one westbound through lane, one westbound right-turn lane, one
northbound left-turn lane, one southbound left-turn lane, and one southbound
right-turn lane.
(d) Pay the RTIF to construct improvements at the intersection of Stine
Road/Hosking Avenue (ID 40), which would include the addition of one
eastbound left-turn lane, one eastbound through lane, one eastbound right-
turn lane, one westbound left-turn lane, one westbound through lane, and one
westbound right-turn lane.
(e) Pay the RTIF to construct improvements at the intersection of Hughes
Lane/Hosking Avenue (ID 43), which would include the installation of a
traffic signal and the addition of two eastbound through lanes, one
westbound left-turn lane, two westbound through lanes and one northbound
left-turn lane.
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(f) Pay the RTIF to construct improvements at the intersection of Akers
Road/Taft Highway (ID 56), which would include the addition of one
eastbound through lane and one westbound through lane.
(g) Pay the RTIF to Widen Hosking Avenue between Wible Road and State
Route 99, which will add two lanes.
(h) Pay the RTIF to Widen Panama Road between Chevalier Road and
Cottonwood Road, which will add two lanes.
Level of Significance after Mitigation
As noted in Tables 4.12-21 through 4.12-23, implementation of all mitigation
measures listed above would reduce impacts to less-than-significant levels at
their respective locations; however, mitigation is not available for impacts
identified at one intersection (ID 24: South H Street/Panama Lane) and one
roadway segment (Panama Lane, between Wible Road and SR 99). Operations at
South H Street/Panama Lane would degrade from LOS C under 2017 baseline
conditions to LOS D with Phase I of the project. In 2020, once Phase 2 is
implemented, the LOS would further degrade to LOS F. Roadway segment
operations along Panama Lane between Wible Road and SR 99 would degrade
from a V/C ratio of 0.79 under 2017 baseline conditions to 0.82 with Phase I of
the project. In 2020, once Phase II is implemented, the V/C ratio would further
degrade to 0.86. Because both of these roadway facilities are built out under
existing conditions, no improvements or other mitigation measures are feasible at
either location and impacts would remain significant and unavoidable at opening
day of Phase I in 2017 and at opening day of Phase II in 2020. As such, two
significant and unavoidable impacts would occur.
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-50
June 2015
ICF 393.14
Table 4.12-21. Unsignalized Intersection Level of Service with Mitigation
ID Intersection Stop Control Direction
2017 2020 Significant and
Unavoidable? AM PM Saturday AM PM Saturday
17 Golden Gate Drive/Panama Lane Northbound/Southbound B B B B B C No
28 Cottonwood Road/Panama Lane Overall Intersection C C C C C B No
36 South Union Avenue/Berkshire Road Overall Intersection B B B B B B No
38 Ashe Road/McCutchen Road Eastbound/Westbound C C C C C C No
39 Mountain Ridge Drive/McCutchen Road Northbound/ Southbound C C C B C C No
41 Akers Road/Hosking Avenue Overall Intersection C C C C B C No
43 Hughes Lane/Hosking Avenue Northbound B B B B B A No
49 Cottonwood Road/Hosking Avenue Eastbound/Westbound C/- C/- C/- C/- C/- C/- No
53 South H Street/McKee Road Overall Intersection B B B B B B No
54 South Union Avenue/McKee Road Eastbound/Westbound C C A B C A No
56 Akers Road/Taft Highway (SR 119) Northbound/Southbound C C C/- C C C/- No
58 Hughes Lane/Taft Highway (SR 119) Northbound/Southbound B B C/- C C C/- No
61 Shannon Drive/Taft Highway Northbound/Southbound C C C C C C No
63 Cottonwood Road/Taft Highway (SR 119) Overall Intersection B B C C C C No
64 South H Street/Northbound SR 99 off-ramp Eastbound - - - A B - No
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-51
June 2015
ICF 393.14
Table 4.12-22. Signalized Intersection Level of Service with Mitigation
ID Intersection
2017 2020 Significant and
Unavoidable? AM PM Saturday AM PM Saturday
6 South H Street/White Lane - - - C C C No
8 South Union Avenue/White Lane - - - C C C No
24 South H Street/Panama Lane N/A N/A N/A N/A N/A N/A Yes
25 Monitor Street/Panama Lane C C B C B C No
26 South Union Avenue/Panama Lane - - - C C C No
33 Colony Street/Berkshire Road 1 B B B B B B No
34 South H St/Berkshire Road C C C C C C No
37 South H Street/Project Site1 B B C B C B No
40 Stine Road & Hosking Ave C C B C B C No
44 SB 99 off ramp & Hosking Ave - - N/A - - N/A No
45 NB 99 on ramp & Hosking Ave - - N/A - - N/A No
46 South H Street & Hosking Avenue C C C C C C No
74 Ashe Road/Taft Highway (SR 119) C C C C - C No
87 Gosford Road/Panama Lane B B B C B B No
1 Although these values fail to meet the City standard of LOS C, the mitigated level of operations is equal to or better than projected
operations under No Project conditions. Therefore, the identified impact is less than significant with mitigation in place.
N/A = not applicable
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-52
June 2015
ICF 393.14
Table 4.12-23. Roadway Segments with Project with Mitigation
Roadway Segment Capacity
2017 2020
Impact? ADT V/C ADT V/C
Panama Ln: Gosford Rd–Ashe Rd 22,500
30,000 (2035) 9,426 0.42 10,857 0.48 No
Panama Ln: Wible Rd–SR 99 60,000 - - - - Yes1
Panama Ln: SR 99–So. H St 50,000
60,000 (2035) 29,308 0.59 32,971 0.66 No
Panama Ln: S. Union Ave (SR 204)–Cottonwood Rd 15,000
30,000 (2035) 8,903 0.59 9,993 0.67 No
Hosking Rd: Stine Rd–Wible Rd 15,000
30,000 (2035) 8,781 0.59 10,769 0.72 No
Hosking Ave: Wible Rd–SR 99 15,000
30,000 (2020) 11,663 0.78 14,141 0.47 No
Hosking Ave: SR 99–S. H St 40,000 (2017) 24,203 0.61 30,446 0.76 No
Taft Hwy (SR 119): Ashe Rd–Stine Rd 15,000
30,000 (2035) 10,372 0.69 11,022 0.73 No
Taft Hwy (SR 119): Stine Rd–Akers Rd 15,000
30,000 (2035) 10,748 0.72 11,740 0.78 No
Taft Hwy (SR 119): Akers Rd–Wible Rd 15,000
30,000 (2035) 10,880 0.73 11,975 0.80 No
Taft Hwy (SR 119): Wible Rd–S. H St 30,000 (2017) 12,191 0.41 12,786 0.43 No
Taft Hwy (SR 119): S. H St–Chevalier Rd 30,000 (2017) 14,041 0.47 14,870 0.50 No
Cottonwood Rd: Hosking Ave–Panama Rd 15,000
30,000 (2035) 6,854 0.46 7,748 0.52 No
S. Union Ave: White Ln–Pacheco Rd 40,000
60,000 (2035) 27,692 0.69 29,777 0.74 No
S. Union Ave: Fairview Rd–Panama Ln 40,000 15,645 0.39 17,410 0.44 No
S. Union Ave: Panama Ln–Hosking Rd 40,000 13,633 0.34 15,436 0.39 No
S. Union Ave: Hosking Rd–Panama Rd 40,000
60,000 (2035) 16,131 0.40 18,747 0.47 No
S. Union Ave: Pacheco Rd–Fairview Rd 40,000 17,762 0.44 19,262 0.48 No
1 Mitigation not available.
ACT = average daily traffic; SR = State Route; V/C = volume to capacity ratio
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-53
June 2015
ICF 393.14
Impact TR-2: The project would not conflict with an
applicable congestion management program,
including, but not limited to, level‐of‐service standards
and travel demand measures or other standards
established by the county congestion management
agency for designated roads or highways.
The standard established by KernCOG for impacts on designated roads or
highways under the CMP is LOS E. The proposed project would not cause any
CMP roadways to exceed LOS E. Therefore, impacts would be less than
significant.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact TR-3: The project would not substantially
increase hazards because of a design feature (e.g.,
sharp curves or dangerous intersections) or
incompatible uses (e.g., farm equipment).
Construction
No obstacles to sight distance are expected to result from project construction.
No sharp roadway curves currently exist in the study area, nor would such curves
be created by the proposed project. However, the maneuvering of construction-
related vehicles and equipment among the general-purpose traffic on area
roadways could potentially cause safety hazards. This impact is considered
potentially significant, but preparation of a Traffic Control Plan under MM TR-1
would reduce this impact to a less-than-significant level.
Operation
The proposed site plan would be developed using the Subdivision and
Engineering Design Manual standards for traffic engineering (City of
Bakersfield 2005). The City has a site design and review process that includes
review of site entrances, line of sight review, drive approaches, return radii, and
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-54
June 2015
ICF 393.14
throat width to ensure that there is sufficient space for internal circulation and for
safe ingress to and egress from the project site.
The City of Bakersfield Fire Department would be consulted in the design review
process to ensure that standards for fire truck turning radii are met and that the
site driveways are designed to City standards to prevent excessive queuing.
Therefore, impacts would be less than significant.
Mitigation Measures
Impacts would be less than significant with implementation of MM TR-1.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact TR-4: The proposed project would not result in
inadequate emergency access.
Construction
Emergency access to the project site could be affected by project construction;
specifically, lane closures and construction-related traffic could delay or obstruct
the movement of emergency vehicles. This impact is considered potentially
significant, but preparation of a Traffic Control Plan under MM TR-1 above
would reduce this impact to a less-than-significant level by communicating
construction plans with emergency service providers and providing an access and
circulation plan for use by emergency vehicles when lane closures adjacent to the
site are in effect, including provisions for advance notice to local fire and police
departments to ensure that alternative evacuation and emergency routes are
designed to maintain response times. Impacts from construction causing a
potential emergency access impact would be less than significant.
Operation
The project site has two proposed points of access, both of which would be
signalized. One access point would be the intersection of Colony Street/Berkshire
Road (ID 33), and the other would be a site access street that intersects with
South H Street (ID 37). The City of Bakersfield Fire Department would be
consulted during the design review process to ensure that there is sufficient space
for fire truck turning radii and drive aisle width. Because the project would not
be permitted without adequate fire truck access, operation-related impacts on
emergency access would be less than significant.
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-55
June 2015
ICF 393.14
Mitigation Measures
Impacts would be less than significant with implementation of MM TR-1.
Level of Significance after Mitigation
Impacts would be less than significant.
Impact TR-5: The proposed project would not conflict
with adopted policies, plans, or programs regarding
public transit, bicycle or pedestrian facilities, or
otherwise decrease the performance or safety of such
facilities.
The project site is within the GET service area. The GET offers two types of
service to the study area: fixed bus route and dial-a-ride. The nearest transit stop
to the project site is approximately 0.75 mile away, and several other routes
operate in the vicinity. Project construction and operation would not interfere
with existing transit service, and increased commercial uses in the area would
help to support transit.
In the vicinity of the project site, bike lanes exist along Panama Lane, Ashe
Road, Stine Road, Wible Road, White Lane, and South H Street. Bicycle
facilities are also planned in the future along Panama Road, Panama Lane east of
Cottonwood Road, and Cottonwood Road south of Panama Lane (Kern Council
of Governments 2012). Pedestrian access is provided via sidewalks, crosswalks,
and proximity to residential areas. The proposed project would not interfere with
plans for future bikeways. Berkshire Road, Hosking Avenue, and South H Street
would all be widened as a part of the proposed project, and each street would
have bike lanes added in each direction.
The proposed project would be designed to accommodate pedestrian movement
within and adjacent to the site. Residents would be able to walk from surrounding
neighborhoods to the shopping center. Therefore, the proposed project would not
result in inconsistencies or obstacles to implementing alternative modes of
transportation. Impacts would be less than significant.
Mitigation Measures
No mitigation is required.
Level of Significance after Mitigation
Impacts would be less than significant.
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-56
June 2015
ICF 393.14
4.12.4.4 Cumulative Impacts
The traffic impact analysis uses existing traffic counts, published ADT volumes,
and data from the KernCOG traffic model. The KernCOG traffic model is a
comprehensive analytical model used by the City and Kern County to forecast
traffic volumes in the City and Kern County as urban development occurs. The
KernCOG model is based on existing development and the MBGP using
Department of Finance growth projections. When projects are approved that
involve amendments to the MBGP, these areas are added to the model as
potential growth areas and generally include full or partial buildout depending on
location. In this manner, the KernCOG model is constantly updated to ensure that
the baseline data contained therein accurately reflects the traffic volumes
associated with urbanization and growth trends in the region.
The cumulative projects and projected growth would add a substantial amount of
traffic to the local and regional roadway network. The Interchange Project was
also included in the KernCOG projected growth modeling assumptions.
Cumulative project traffic growth is included in the analysis of the Year 2030 No
Project Condition. The analysis of cumulative impacts is described below.
Tables 4.12-24, 4.12-25, and 4.12-26 show the 2035 Baseline Condition and the
with Project (both Phases I and II) condition for unsignalized intersections,
signalized intersections, and roadway segments, respectively.
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-57
June 2015
ICF 393.14
Table 4.12-24. Unsignalized Intersection Operations (2035)
ID Intersection Stop Control Direction
2035 Baseline 2035 + Phases I & II
Impact? AM PM Saturday AM PM Saturday
17 Golden Gate Drive/Panama Lane Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
27 Sparks Street/Panama Lane Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
28 Cottonwood Road/Panama Lane Overall Intersection F F F F F F Yes
36 South Union Avenue/Berkshire Road Overall Intersection F F F F F F Yes
38 Ashe Road/McCutchen Road Eastbound/Westbound F/F F/F F/F F/F F/F F/F Yes
39 Mountain Ridge Drive/McCutchen Road Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
41 Akers Road/Hosking Avenue Overall Intersection F F F F F F Yes
43 Hughes Lane/Hosking Avenue Northbound F F F F F F Yes
49 Cottonwood Road/Hosking Avenue Eastbound/Westbound F/F F/F F/F F/F F/F F/F Yes
53 South H Street/McKee Road Overall Intersection F B F F C F Yes
54 South Union Avenue/McKee Road Eastbound/Westbound F/F F/F F/F F/F F/F F/F Yes
56 Akers Road/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
58 Hughes Lane/Taft Highway (SR 119) Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
61 Shannon Drive/Taft Highway Northbound/Southbound F/F F/F F/F F/F F/F F/F Yes
63 Cottonwood Road/Taft Highway (SR 119) Overall Intersection F F F F F F Yes
64 South H Street/Northbound SR 99 off-ramp Eastbound D B C D B D Yes
SR = State Route
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-58
June 2015
ICF 393.14
Table 4.12-25. Signalized Intersection Operations (2035)
ID Intersection
2035 Baseline 2035 + Project Phases I & II
Impact? AM PM Saturday AM PM Saturday
3 Wible Road/White Lane D F E D F E No
4 Southbound SR 99 off-ramp/White Lane C E B B E B No
5 Northbound SR 99 off-ramp/White Lane C B B B B B No
6 South H Street/White Lane F F F F F F Yes
8 South Union Avenue/White Lane F F F F F F Yes
9 South H Street/Pacheco Road E D D F D D Yes
10 South Union Avenue/Pacheco Road D D C D D C No
14 South H Street/Fairview Road C D C C D C Yes
15 South Union Avenue/Fairview Road C C D C C E Yes
16 Ashe Road/Panama Lane E C D E D C Yes
18 Stine Road/Panama Lane F D F F D F Yes
19 Akers Road/Panama Lane E C C E C D Yes
20 Wible Road/Panama Lane C C E D D E Yes
21 Southbound SR 99 off-ramp/Panama Lane B E E B F E Yes
22 Northbound SR 99 off-ramp/Panama Lane C E F C F F Yes
23 Colony Street/Panama Lane C F C C F C No
24 South H Street/Panama Lane F E F F E F Yes
25 Monitor Street/Panama Lane F C C F C C Yes
26 South Union Avenue/Panama Lane F F F F F F Yes
33 Colony Street/Berkshire Road1 - - - E B C Yes
34 South H St/Berkshire Road D C C F E E Yes
37 South H Street/Project Site1 - - - B C C No
40 Stine Road & Hosking Ave F F F F F F Yes
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-59
June 2015
ICF 393.14
ID Intersection
2035 Baseline 2035 + Project Phases I & II
Impact? AM PM Saturday AM PM Saturday
42 Wible Road & Hosking Ave F E F F E F Yes
44 SB 99 off ramp & Hosking Ave C C A C C C No
45 NB 99 on ramp & Hosking Ave C C A B C B No
46 South H Street & Hosking Avenue F F F F F F Yes
47 Monitor St/Hosking Avenue F C C F C C Yes
48 South Union Avenue/Hosking Avenue E C F E C F Yes
55 Stine Road/Taft Highway (SR 119) F C F F C F Yes
57 Wible Road/Taft Highway (SR 119) F F F F F F Yes
59 Southbound SR 99 off-ramp/Taft Highway (SR 119) F F F F F F Yes
60 South H Street/Taft Highway F C E F D E Yes
62 South Union Avenue/Panama Road D C E D D E Yes
74 Ashe Road/Taft Highway (SR 119) F F C F F C Yes
76 Gosford Road/McCutchen Road F C B F C B No
87 Gosford Road/Panama Lane F F F F F F Yes
1 Access point to proposed project site – would not exist under No Project conditions.
SR = State Route
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-60
June 2015
ICF 393.14
Table 4.12-26. Roadway Segment Operations (2035)
Roadway Segment Capacity
2035 Baseline 2035 + Phases I & II
Impact? ADT V/C ADT V/C
Berkshire Rd: S. H St–Union Ave (SR 204) 15,000 8,453 0.56 10,197 0.68 No
White Ln: W. of Union Ave 40,000 11,521 0.29 12,131 0.30 No
White Ln: Hughes Ln–H St 40,000 29,443 0.74 30,267 0.76 No
White Ln: H St–Monitor St 40,000 14,347 0.36 14,454 0.36 No
White Ln: Wible Rd – SR 99 60,000 38,068 0.63 38,614 0.64 No
Panama Ln: Gosford Rd–Ashe Rd 22,500 21,979 0.98 22,066 0.98 Yes
Panama Ln: Ashe Rd–Stine Rd 47,500 31,948 0.67 32,986 0.69 No
Panama Ln: Stine Rd–Akers Rd 60,000 41,296 0.69 42,987 0.72 No
Panama Ln: Akers Rd–Wible Rd 60,000 42,504 0.71 44,526 0.74 No
Panama Ln: Wible Rd–SR 99 60,000 56,972 0.95 59,561 0.99 Yes
Panama Ln: SR 99–So. H St 50,000 42,342 0.85 46,290 0.93 Yes
Panama Ln: S. H St–Union Ave (SR 204) 40,000 19,883 0.50 21,884 0.55 No
Panama Ln: S. Union Ave (SR 204)–Cottonwood Rd 15,000 12,782 0.85 13,766 0.92 Yes
Hosking Rd: Stine Rd–Wible Rd 15,000 15,753 1.05 18,300 1.22 Yes
Hosking Ave: Wible Rd–SR 99 15,000 19,531 1.30 22,827 1.52 Yes
Hosking Ave: SR 99–S. H St 15,000 32,257 2.15 43,449 2.90 Yes
Hosking Ave: S. H St–S. Union Ave 15,000 8,613 0.57 10,496 0.70 No
Hosking Ave: S. Union Ave–Cottonwood Rd 15,000 4,149 0.28 5,016 0.33 No
Taft Hwy (SR 119): Ashe Rd–Stine Rd 15,000 14,865 0.99 14,939 1.00 Yes
Taft Hwy (SR 119): Stine Rd–Akers Rd 15,000 15,586 1.04 16,196 1.08 Yes
Taft Hwy (SR 119): Akers Rd–Wible Rd 15,000 15,761 1.05 16,563 1.10 Yes
Taft Hwy (SR 119): Wible Rd–S. H St 15,000 16,171 1.08 16,231 1.08 Yes
Taft Hwy (SR 119): S. H St–Chevalier Rd 15,000 17,411 1.16 18,042 1.20 Yes
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-61
June 2015
ICF 393.14
Roadway Segment Capacity
2035 Baseline 2035 + Phases I & II
Impact? ADT V/C ADT V/C
Panama Rd.: Chevalier Rd–Cottonwood Rd 15,000 15,153 1.01 15,848 1.06 Yes
S. H St: White Ln–Pacheco Rd 40,000 22,305 0.56 23,557 0.59 No
S. H St: Pacheco Rd–Fairview Rd 40,000 16,671 0.42 18,244 0.46 No
S. H St: Fairview Rd–Panama Ln 40,000 17,446 0.44 19,329 0.48 No
S. H St: Panama Ln–Hosking Ave 40,000 24,093 0.60 29,732 0.74 No
S. H St: Hosking Ave–McKee Rd 40,000 11,763 0.29 14,652 0.37 No
S. H St: McKee Rd–Taft Hwy (SR 119) 40,000 12,782 0.32 15,061 0.38 No
Cottonwood Rd: Hosking Ave–Panama Rd 15,000 12,355 0.82 12,729 0.85 Yes
S. Union Ave: White Ln–Pacheco Rd 40,000 38,198 0.95 39,257 0.98 Yes
S. Union Ave: Fairview Rd–Panama Ln 40,000 21,847 0.55 23,655 0.59 No
S. Union Ave: Panama Ln–Hosking Rd 40,000 22,571 0.56 23,812 0.60 No
S. Union Ave: Hosking Rd–Panama Rd 40,000 34,859 0.87 35,619 0.89 Yes
S. Union Ave: Pacheco Rd–Fairview Rd 40,000 23,149 0.58 24,540 0.61 No
ADT = average daily traffic
SR = State Route
V/C = volume to capacity ratio
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-62
June 2015
ICF 393.14
2035 Baseline Conditions
Under 2035 baseline conditions, all 16 existing unsignalized intersections that
were affected under the previous years, 32 signalized intersections, and 16
roadway segments are projected to be below LOS C.
Intersections
Unsignalized
Golden Gate Drive/Panama Lane (ID 17) is estimated to operate at LOS F
during the AM, PM, and Saturday peak hours
Sparks Street/Panama Lane (ID 27)
Cottonwood Road/Panama Lane (ID 28)
South Union Avenue/Berkshire Road (ID 36)
Ashe Road/McCutchen Road (ID 38)
Mountain Ridge Drive/McCutchen Road (ID 39)
Akers Road/Hosking Avenue (ID 41)
Hughes Lane/Hosking Avenue (ID 43)
Cottonwood Road/Hosking Avenue (ID 49)
South H Street/McKee Road (ID 53) (Recently Signalized)
South Union Avenue/McKee Road (ID 54)
Akers Road/Taft Highway (SR 119) (ID 56)
Hughes Lane/Taft Highway (SR 119) (ID 58)
Shannon Drive/Taft Highway (ID 61)
Cottonwood Road/Panama Road (ID 63)
South H Street/Northbound SR 99 off-ramp (ID 64)
Signalized
Wible Road/White Lane (ID 3)
Southbound SR 99 off-ramp/White Lane (ID 4)
South H Street/White Lane (ID 6)
South Union Avenue/White Lane (ID 8)
South H Street/Pacheco Road (ID 9)
South Union Avenue/Pacheco Road (ID 10)
South H Street/Fairview Road (ID 14)
South Union Avenue/Fairview Road (ID 15)
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-63
June 2015
ICF 393.14
Ashe Road/Panama Lane (ID 16)
Stine Road/Panama Lane (ID 18)
Akers Road/Panama Lane (ID 19)
Wible Road/Panama Lane (ID 20)
Southbound SR 99 off-ramp/Panama Lane (ID 21)
Northbound SR 99 off-ramp/Panama Lane (ID 22)
Colony Street/Panama Lane (ID 23)
South H Street/Panama Lane (ID 24)
Monitor Street/Panama Lane (ID 25)
South Union Avenue/Panama Lane (ID 26)
South H Street/Berkshire Road (ID 34)
Stine Road/Hosking Avenue (ID 40)
Wible Road/Hosking Avenue (ID 42)
South H Street/Hosking Avenue (ID 46)
Monitor Street/Hosking Avenue (ID 47)
South Union Avenue/Hosking Avenue (ID 48)
Stine Road/Taft Highway (SR 119) (ID 55)
Wible Road/Taft Highway (SR 119) (ID 57)
Southbound SR 99 off-ramp/Taft Highway (SR 119) (ID 59)
South H Street/Taft Highway (ID 60)
South Union Avenue/Panama Road (ID 62)
Ashe Road/Taft Highway (SR 19) (ID 74)
Gosford Road/McCutchen Road (ID 76)
Gosford Road/Panama Lane (ID 87)
Roadway Segments
Panama Lane: Gosford Road–Ashe Road
Panama Lane: Wible Road–SR 99
Panama Lane: SR 99–South H Street
Panama Lane: South Union Avenue (SR 204)–Cottonwood Road
Hosking Road: Stine Road–Wible Road
Hosking Avenue: Wible Road–SR 99
Hosking Avenue: SR 99–South H Street
Taft Highway (SR 119): Ashe Road–Stine Road
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-64
June 2015
ICF 393.14
Taft Highway (SR 119): Stine Road–Akers Road
Taft Highway (SR 119): Akers Road–Wible Road
Taft Highway (SR 119): Wible Road–South H Street
Taft Highway (SR 119): South H Street–Chevalier Road
Panama Road: Chevalier Road–Cottonwood Road
Cottonwood Road: Hosking Avenue–Panama Road
South Union Avenue: White Lane–Pacheco Road
South Union Avenue: Hosking Road–Panama Road
2035 Conditions with Project
Under 2035 conditions with the project, the following 16 unsignalized
intersections, 28 signalized intersections, and 16 roadway segments are projected
to exceed LOS C during one or more of the analysis periods.
Intersections
Unsignalized
Golden Gate Drive/Panama Lane (ID 17)
Sparks Street/Panama Lane (ID 27)
Cottonwood Road/Panama Lane (ID 28)
South Union Avenue/Berkshire Road (ID 36)
Ashe Road/McCutchen Road (ID 38)
Mountain Ridge Drive/McCutchen Road (ID 39)
Akers Road/Hosking Avenue (ID 41)
Hughes Lane/Hosking Avenue (ID 43)
Cottonwood Road/Hosking Avenue (ID 49)
South H Street/McKee Road (ID 53) (Recently Signalized)
South Union Avenue/McKee Road (ID 54)
Akers Road/Taft Highway (SR 119) (ID 56)
Hughes Lane/Taft Highway (SR 119) (ID 58)
Shannon Drive/Taft Highway (ID 61)
Cottonwood Road/Panama Road (ID 63)
South H Street/Northbound SR 99 off-ramp (ID 64)
City of Bakersfield Section 4.12. Transportation and Traffic
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
4.12-65
June 2015
ICF 393.14
Signalized
South H Street/White Lane (ID 6)
South Union Avenue/White Lane (ID 8)
South H Street/Pacheco Road (ID 9)
South H Street/Fairview Road (ID 14)
South Union Avenue/Fairview Road (ID 15)
Ashe Road/Panama Lane (ID 16)
Stine Road/Panama Lane (ID 18)
Akers Road/Panama Lane (ID 19)
Wible Road/Panama Lane (ID 20)
Southbound SR 99 off-ramp/Panama Lane (ID 21)
South H Street/Panama Lane (ID 24)
Monitor Street/Panama Lane (ID 25)
South Union Avenue/Panama Lane (ID 26)
Colony Street/Berkshire Road (ID 33)
South H Street/Berkshire Road (ID 34)
Stine Road/Hosking Avenue (ID 40)
Wible Road/Hosking Avenue (ID 42)
South H Street/Hosking Avenue (ID 46)
Monitor Street/Hosking Avenue (ID 47)
South Union Avenue/Hosking Avenue (ID 48)
Stine Road/Taft Highway (SR 119) (ID 55)
Wible Road/Taft Highway (SR 119) (ID 57)
Southbound SR 99 off-ramp/Taft Highway (SR 119) (ID 59)
South H Street/Taft Highway (ID 60)
South Union Avenue/Panama Road (ID 62)
Ashe Road/Taft Highway (SR 119) (ID 74)
Gosford Road/Panama Lane (ID 87)
Roadway Segments
Panama Lane: Gosford Road–Ashe Road
Panama Lane: Wible Road–SR 99
Panama Lane: SR 99–South H Street
Panama Lane: South Union Avenue (SR 204)–Cottonwood Road
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Hosking Road: Stine Road–Wible Road
Hosking Avenue: Wible Road–SR 99
Hosking Avenue: SR 99–South H Street
Taft Highway (SR 119): Ashe Road–Stine Road
Taft Highway (SR 119): Stine Road–Akers Road
Taft Highway (SR 119): Akers Road–Wible Road
Taft Highway (SR 119): Wible Road–South H Street
Taft Highway (SR 119): South H Street–Chevalier Road
Panama Road: Chevalier Road–Cottonwood Road
Cottonwood Road: Hosking Avenue–Panama Road
South Union Avenue: White Lane–Pacheco Road
South Union Avenue: Hosking Road–Panama Road
Mitigation Measures
Implement MM TR-1 through MM TR-3.
Level of Significance after Mitigation
As shown in Tables 4.12-27 through 4.12-29, implementation of all mitigation
measures listed above would reduce impacts to less-than-significant levels for
their respective locations, with the exception of one unsignalized intersection,
seven signalized intersections, and one roadway segment.
1. Operations at unsignalized South Union Avenue/Berkshire Road would
remain at LOS F during the Saturday peak hour under 2035 conditions with
the project’s cumulative contribution and would remain at LOS F with
mitigation, resulting in a significant and unavoidable cumulative impact.
2. Operations at signalized South H Street/White Lane would remain at LOS F
during the AM and Saturday peak hours under 2035 conditions with the
project’s cumulative contribution, and would improve to LOS D with
mitigation during the PM and Saturday peak hours, resulting in significant
and unavoidable impacts.
3. Operations at signalized Stine Road/Panama Lane would remain at LOS F
during the AM and Saturday peak hours under 2035 conditions with the
project’s cumulative contribution, would improve to LOS D with mitigation
during the AM peak hour, and would remain at LOS F during the Saturday
peak hour, resulting in significant and unavoidable impacts.
4. Mitigation at signalized Akers Road/Panama Lane would remain at LOS E
during the AM peak hour under 2035 conditions with the project’s
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cumulative contribution and would improve to LOS D with mitigation;
however, impacts would remain significant and unavoidable.
5. Operations at signalized Wible Road/Panama Lane would degrade from LOS
C to LOS D during the AM and PM peak hours under 2035 conditions with
the project’s cumulative contribution and would remain at LOS D with
mitigation, resulting in significant and unavoidable impacts. During the
Saturday peak hour for Wible Road/Panama Lane, operations would remain
at LOS E under 2035 conditions with the project’s cumulative contribution
and would improve to LOS F with mitigation; however, impacts would
remain significant and unavoidable.
6. Operations at signalized South H Street/Hosking Avenue would remain at
LOS F during the Saturday peak hour under 2035 conditions and the
project’s cumulative contribution and would improve to LOS E with
mitigation, and would remain a significant and unavoidable impact.
7. Operations at signalized Southbound SR 99 off-ramp/Taft Highway (SR 119)
would remain at LOS F during the Saturday peak hour under 2035 conditions
and the project’s cumulative contribution and would improve to LOS D with
mitigation, and would remain a significant and unavoidable impact.
8. Operations at signalized South H Street/Panama Lane would degrade from
LOS C under 2035 baseline conditions to LOS D with the project’s
cumulative contribution.
9. Roadway segment operations along Panama Lane between Wible Road and
SR 99 would degrade from a V/C ratio of 0.79 under 2035 baseline
conditions to 0.82 with the project’s cumulative contribution. Because both
of these roadway facilities are built out under existing conditions, no
improvements or other mitigation measures are feasible at either location and
impacts would remain significant and unavoidable in the long-term
cumulative condition.
Mitigation is not available for impacts identified at four signalized intersections
(IDs 4: Southbound SR 99 off-ramp/White Lane, 21: Southbound SR 99 off-
ramp/Panama Lane, ID 22: Northbound SR 99 off-ramp/Panama Lane, and ID
24: South H Street/Panama Lane) and one roadway segment (Panama Lane,
between Wible Road and SR 99) because their current condition is built out and
additional capacity is not possible. Impacts at these three signalized intersections
and one roadway segment would remain significant and unavoidable.
Table 4.12-27. Signalized Intersection Level of Service with Mitigation
(Cumulative)
ID Intersection
2035 Significant and
Unavoidable? AM PM Saturday
6 South H Street/White Lane C D D Yes
8 South Union Avenue/White Lane C C C No
9 South H Street/Pacheco Road C C B No
14 South H Street/Fairview Road C C C No
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ID Intersection
2035 Significant and
Unavoidable? AM PM Saturday
15 South Union Avenue/Fairview Road C C C No
16 Ashe Road/Panama Lane C C C No
18 Stine Road/Panama Lane D C F Yes
19 Akers Road/Panama Lane D C C Yes
20 Wible Road/Panama Lane D D F Yes
21 Southbound SR 99 off-ramp/Panama Lane N/A N/A N/A Yes
22 Northbound SR 99 off-ramp/Panama Lane - N/A N/A Yes
24 South H Street/Panama Lane N/A N/A N/A Yes
25 Monitor Street/Panama Lane C B B No
26 South Union Avenue/Panama Lane C C C No
33 Colony Street/Berkshire Road 1 B B B No
34 South H St/Berkshire Road C C C No
40 Stine Road & Hosking Ave C C C No
42 Wible Road & Hosking Ave C C C No
46 South H Street & Hosking Avenue C C E Yes
47 Monitor St/Hosking Avenue C C C No
48 South Union Avenue/Hosking Avenue C C C No
55 Stine Road/Taft Highway (SR 119) C B C No
57 Wible Road/Taft Highway (SR 119) C B C No
59 Southbound SR 99 off-ramp/Taft
Highway (SR 119) C C D Yes
60 South H Street/Taft Highway C C C No
62 South Union Avenue/Panama Road C C C No
74 Ashe Road/Taft Highway (SR 119) C C C No
87 Gosford Road/Panama Lane C B C No
1 Although these values fail to meet the City standard of LOS C, the mitigated level of operations
is equal to or better than projected operations under No Project conditions. Thus, the identified
impact is less than significant with mitigation in place.
N/A = not applicable
SR = State Route
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Table 4.12-28. Unsignalized Intersection Level of Service with Mitigation
(Cumulative)
ID Intersection Stop Control Direction
2035 Significant and
Unavoidable? AM PM Saturday
17 Golden Gate Drive/Panama
Lane
Northbound/Southbound C B C No
27 Sparks Street/Panama Lane2 Northbound/Southbound B B B No
28 Cottonwood Road/Panama
Lane
Overall Intersection B C C No
36 South Union Avenue/Berkshire
Road
Overall Intersection C C F Yes
38 Ashe Road/McCutchen Road Eastbound/Westbound C B C No
39 Mountain Ridge
Drive/McCutchen Road
Northbound/Southbound C C C No
41 Akers Road/Hosking Avenue Overall Intersection C C C No
43 Hughes Lane/Hosking Avenue Northbound A A A No
49 Cottonwood Road/Hosking
Avenue
Eastbound/Westbound C B C No
53 South H Street/McKee Road Overall Intersection C B C No
54 South Union Avenue/McKee
Road
Eastbound/Westbound C C B No
56 Akers Road/Taft Highway (SR
119)
Northbound/Southbound C B C No
58 Hughes Lane/Taft Highway
(SR 119)
Northbound/Southbound C C C No
61 Shannon Drive/Taft Highway Northbound/Southbound B C C No
63 Cottonwood Road/Taft
Highway (SR 119)
Overall Intersection D C C No
64 South H Street/Northbound SR
99 off-ramp
Eastbound A B B No
Table 4.12-29. Roadway Segments with Project with Mitigation (Cumulative)
Roadway Segment Capacity 2035 Significant and
Unavoidable? ADT V/C
Panama Ln: Gosford Rd–Ashe Rd 22,500
30,000 (2035) 22,066 0.74 No
Panama Ln: Wible Rd–SR 99 60,000 59,561 N/A Yes
Panama Ln: SR 99–So. H St 50,000
60,000 (2035) 46,290 0.77 No
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Roadway Segment Capacity 2035 Significant and
Unavoidable? ADT V/C
Panama Ln: S. Union Ave (SR 204)–
Cottonwood Rd
15,000
30,000 (2035) 13,766 0.46 No
Hosking Rd: Stine Rd–Wible Rd 15,000
30,000 (2035) 18,300 0.61 No
Hosking Ave: Wible Rd–SR 99 15,000
30,000 (2020) 22,827 0.76 No
Hosking Ave: SR 99–S. H St 40,000 (2017) 43,449 0.72 No
Taft Hwy (SR 119): Ashe Rd–Stine Rd 15,000
30,000 (2035) 14,939 0.50 No
Taft Hwy (SR 119): Stine Rd–Akers
Rd
15,000
30,000 (2035) 16,196 0.54 No
Taft Hwy (SR 119): Akers Rd–Wible
Rd
15,000
30,000 (2035) 16,563 0.55 No
Taft Hwy (SR 119): Wible Rd–S. H St 30,000 (2017) 16,231 0.54 No
Taft Hwy (SR 119): S. H St–Chevalier
Rd 30,000 (2017) 18,042 0.60 No
Cottonwood Rd: Hosking Ave–
Panama Rd
15,000
30,000 (2035) 12,729 0.42 No
S. Union Ave: White Ln–Pacheco Rd 40,000
60,000 (2035) 39,257 0.65 No
S. Union Ave: Fairview Rd–Panama
Ln 40,000 23,655 0.59 No
S. Union Ave: Panama Ln–Hosking
Rd 40,000 23,812 0.60 No
S. Union Ave: Hosking Rd–Panama
Rd
40,000
60,000 (2035) 35,619 0.59 No
S. Union Ave: Pacheco Rd–Fairview
Rd 40,000 24,540 0.61 No
ADT = average daily traffic
SR = State Route
V/C = volume to capacity ratio
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Chapter 5
Alternatives Analysis
5.1 Introduction
The California Environmental Quality Act (CEQA) requires that an
Environmental Impact Report (EIR) identify and evaluate a reasonable range of
alternatives to a project that could feasibly avoid or lessen any significant
environmental impacts, while substantially achieving the basic objectives of the
project. An EIR should also evaluate the comparative merits of the alternatives.
This chapter describes potential alternatives to the proposed project that were
considered, identifies alternatives that were eliminated from further consideration
and reasons for their rejection, and analyzes several alternatives in comparison
with the potential environmental impacts associated with the proposed project.
Key provisions of the State CEQA Guidelines (Section 15126.6) pertaining to the
alternatives analysis are summarized below.
The discussion of alternatives shall focus on alternatives to the project or its
location that are capable of avoiding or substantially lessening any significant
effects of the project, even if those alternatives would impede to some degree
the attainment of the project objectives or would be more costly.
The “no project” alternative shall be evaluated, along with its impacts. The “no
project” analysis shall discuss the existing conditions at the time the notice of
preparation was published, as well as what would be reasonably expected to
occur in the foreseeable future if the project were not approved, based on current
plans and consistent with available infrastructure and community services.
The range of alternatives required in an EIR is governed by a “rule of reason”;
therefore, the EIR must evaluate only those alternatives necessary to permit a
reasoned choice. Alternatives shall be limited to ones that would avoid or
substantially lessen any of the significant effects of the project.
For alternative locations, only locations that would avoid or substantially lessen
any of the significant effects of the project need be considered for inclusion in
the EIR.
An EIR need not consider an alternative whose effects cannot be reasonably
ascertained and whose implementation is remote and speculative.
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Among the factors that may be taken into account when addressing the feasibility
of alternatives (as described in CEQA Section 15126.6(f)(1)) are environmental
impacts, site suitability, economic viability, social and political acceptability,
technological capacity, availability of infrastructure, general plan consistency,
regulatory limitations, jurisdictional boundaries, and whether the applicant could
reasonably acquire, control, or otherwise have access to the alternative site.
5.2 Relationship to Project Objectives
An EIR need not consider an alternative whose effects could not be reasonably
identified, whose implementation is remote or speculative, or that would not
achieve the basic project objectives. The major objectives of the proposed project
are identified below.
Provide an accessible regional retail shopping center that meets the growing
demands of the residents and planned communities in the City of Bakersfield
(City) and greater Kern County.
Assemble a variety of retailers that would satisfy a majority of the shopping
needs of the surrounding existing and planned neighborhoods, thus
eliminating the need for residents to leave their neighborhoods for goods and
services.
Provide a multi-level hotel to accommodate regional travelers coming to the
site and the greater Bakersfield area.
Provide a highly visible shopping center for regional shopping needs and
community development as well as a buffer between existing residential
development east of the project site and State Route (SR) 99.
Provide a gathering place for City of Bakersfield residents and visitors that
includes shopping, entertainment (including a movie theater), and restaurants
in a safe and aesthetically appealing environment.
Facilitate a planned development consisting of national retailers and related
in-line tenants consistent with the market objectives of the applicant and its
tenants.
5.3 Alternatives Considered
During the preparation of this Draft EIR (DEIR), the City considered several
alternatives to the proposed project. The goal for developing a set of possible
alternative scenarios was to identify other means to achieve the project’s
objectives, while lessening or avoiding potentially significant environmental
impacts caused by the proposed project.
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The following alternatives were identified and are considered by the City in this
DEIR:
Alternative 1, No-Project A—No Build;
Alternative 2, No-Project B—Build Per Existing Land Use Designations;
Alternative 3, Reduced Development A—Phase I Buildout Only; and
Alternative 4, Reduced Development B—Commercial Phase I Only, No
Hotel.
These alternatives are described below.
5.3.1 Alternative 1. No-Project A—No Build
Section 15126.6(e) of the State CEQA Guidelines requires the analysis of a
no-project alternative. This no-project analysis must discuss the existing
condition, as well as what would be reasonably expected to occur in the
foreseeable future if the proposed project was not approved. Because the
proposed project is a development project, Section 15126.6(e)(3)(B) of the State
CEQA Guidelines is directly applicable to the project:
If the project is…a development project on an identifiable property, the “no
project” alternative is the circumstance under which the project does not
proceed. Here the discussion would compare the environmental effects of the
property remaining in its existing state against environmental effects that would
occur if the project is approved. If disapproval of the project under consideration
would result in predictable actions by others, such as the proposal of some other
project, this “no project” consequence should be discussed. In certain instances,
the “no project” alternative means “no build” wherein the existing
environmental setting is maintained. However, where failure to proceed with the
project will not result in preservation of existing environmental conditions, the
analysis should identify the practical result of the project’s non-approval and not
create and analyze a set of artificial assumptions that would be required to
preserve the existing physical environment.
If the proposed project were not approved, one possible effect would be
continued use of the land as it is used under existing conditions. At the time of
the Initial Study/Notice of Preparation (IS/NOP) scoping period, the project site
was vacant land. Therefore, the assumption for this alternative if the proposed
project were not approved is that the project site would remain vacant land into
the foreseeable future under Alternative 1.
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5.3.2 Alternative 2. No-Project B—Build Per Existing
Land Use Designations
Another reasonably foreseeable future no-project scenario for the project site, if
the proposed project were not approved, would be the eventual development of
the site per existing land use designations. Currently the proposed project site is
designated for Low Density Residential (LR), Low-Medium Density Residential
(LMR), High-Medium Density Residential (HMR), and General Commercial
(GC). Figure 2-5 shows the current general plan designations for the project site.
The current zoning for the project site is One-Family Dwelling (R-1) and
Regional Commercial (C-2). Figure 2-6 shows the current zoning designations
for the project site. Under this alternative, the site could be developed with
residential and commercial uses without a discretionary approval in accordance
with existing development standards pursuant to the respective land use and
zoning designations. Ministerial approval by the City in the form of the site and
design plan review would be required, as is required for all proposed projects in
the City.
Using the most current Metropolitan Bakersfield General Plan (MBGP) Land
Use Element map (City of Bakersfield and Kern County 2002), it is estimated
that the project site is composed of roughly 50.2 acres of LR, 7.7 acres of LMR,
13.0 acres of HMR, and 15.0 acres of GC by the current land use designations.
Using these acreages, Table 5-1 below shows the maximum number of dwelling
units and commercial square footage that are assumed for Alternative 2.
Table 5-1. Approximate Number of Dwelling Units and Commercial Square
Footage for Alternative 2
Land Use Designation Acres
Dwelling units/
square footage
per acre
Number of Dwelling
Units/Commercial
Square Footage
Low Density Residential (LR) 50.2 7.26 du/ac 364 dwelling units
Low-Medium Density Residential
(LMR)
7.7 10.0 du/ac 77 dwelling units
High-Medium Density Residential
(HMR)
13.0 17.42 du/ac 226 dwelling units
General Commercial (GC) 15.0 1.0 floor/area ratio
(43,560 sf/ac)
653,400 square feet
Source: City of Bakersfield and Kern County 2002.
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Therefore, under Alternative 2, it is estimated that a maximum of 667 dwelling
units and 653,400 square feet of general commercial could be developed per the
existing land use designations. Alternative 2 is also estimated to generate
approximately 6,063 average daily trips (ADT)1 for residential uses and 82% of
the proposed project’s ADT for commercial uses, or approximately 21,546 ADT2
for commercial. This would result in a total of 27,609 ADT for Alternative 2,
which is slightly more than would be generated for the proposed project.
5.3.3 Alternative 3. Reduced Development A—Phase I
Buildout Only
Alternative 3 would include the buildout of Phase I of the proposed project only.
This would include construction of 400,000 square feet of leasable commercial
space, development of 120 hotel rooms, 2,683 surface parking spaces3, and
related onsite improvements including the proposed street widening and right-of-
way improvements. Based on data presented in the Traffic Study prepared for the
proposed project for ADT for Phase I, it is assumed that Alternative 3 would
generate approximately 60% of the ADT of the proposed project, or 40% less
traffic than the proposed project. Alternative 3 is assumed to be developed on
approximately half, or 42.5 acres, of the proposed project site, with the remainder
of the site assumed to be left vacant for future development.
5.3.4 Alternative 4. Reduced Development B—
Commercial Phase I Only, No Hotel
Alternative 4 would include the buildout of the 400,000 square feet of
commercial space only as proposed in Phase I of the project, along with 2,550
surface parking spaces4 and the related onsite improvements, including the
proposed street widening and right-of-way improvements. No hotel uses would
be developed under this alternative. It is assumed that Alternative 4 would
generate 57% of the ADT of the proposed project, or 43% less traffic than the
proposed project. Alternative 4 is assumed to be developed on approximately one
quarter, or 21.25 acres, of the proposed project site, with the remainder of the site
assumed to be left vacant for future development.
5.4 Alternatives Considered and Withdrawn
1 CalEEMod Appendix D Table 4.13
2 Phase II of the proposed project would generate 26,275 ADT for commercial uses.
3 Based on 60% of the total parking spaces provided under the proposed project, as only 60% of the proposed
project’s ADT would be generated under Alternative 3.
4 Based on 57% of the total parking spaces provided under the proposed project, as only 57% of the proposed
project’s ADT would be generated under Alternative 4.
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A lead agency may make an initial determination in an EIR as to which
alternatives are feasible and therefore merit in-depth consideration, and which are
not feasible. Alternatives that are remote or speculative, or alternatives whose
effects cannot be reasonably predicted, need not be considered (State CEQA
Guidelines, Section 15126(f)(2)). Alternatives may be eliminated from detailed
consideration in the EIR if they fail to meet most of the project objectives, are not
feasible, or do not avoid or substantially reduce any significant environmental
effects (State CEQA Guidelines, Section 15126.6(c)).
During the scoping phase of the EIR, one public comment suggested that the EIR
should explore a “Transit-oriented Alternative” for the proposed project. As
described, such an alternative would be designed to focus on effective public
transportation to and from the project, include parking management measures
that promote walking and transit use, and consider area-wide light rail and its
cumulative effect on traffic congestion.
The proposed project site is not located near any existing or proposed light rail
transportation facilities. Amtrak provides rail service to and from Bakersfield and
the Central Valley cities to the north, and the nearest Amtrak station is located at
Truxtun Avenue and S Street, approximately 5 miles northeast of the project site.
In the vicinity of the project site, bike lanes exist along Panama Lane, Ashe
Road, Stine Road, Wible Road, White Lane, and South H Street. Bicycle
facilities are also planned in the future along Panama Road, Panama Lane east of
Cottonwood Road, and Cottonwood Road south of Panama Lane (Kern Council
of Governments 2012). Pedestrian access is provided via sidewalks, crosswalks,
and proximity to residential areas.
Golden Empire Transit (GET) provides local bus service within the area and
Route 62 (Greenfield/Valley Plaza) runs nearest the project site. This route
provides service between Greenfield Senior Center, Golden Valley High School,
Taft Highway, Panama Lane, White Lane Wal-Mart, Southwest Transit Center,
and Valley Plaza. The nearest bus stop is at Golden Valley High School, at the
intersection of Hosking Avenue and Arkwood Street (about 0.75 mile east of the
project site).
While the proposed project is served by alternative means of transportation, the
site is not within an area where rail or other transit services would be centralized
to an extent that automobile use would be feasibly reduced in any significant
way, particularly given the proximity and ease of access to SR99. The
commenter has not provided any specific suggestions for the design or function
of this suggested alternative. Therefore, this alternative has been withdrawn from
further consideration due to its infeasibility.
No other alternatives were suggested or conceptualized that were considered and
withdrawn for analysis in this EIR.
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5.5 Analysis of Alternatives Considered
In accordance with the State CEQA Guidelines (Section 15126.6(d)), the
discussion of the environmental impacts of the alternatives may be less detailed
than the discussion of the impacts of the proposed project. An analysis
comparing the impacts of the alternatives with those of the proposed project is
provided below and summarized in Table 5-2. Impacts on agricultural resources
and mineral resources were not considered, as these were scoped out in the
IS/NOP. However, because Alternative 2 proposes additional dwelling units,
population and housing and recreation (which were scoped out in the IS/NOP for
the proposed project) are considered in the following analysis because
development of residential land uses is growth-inducing and could affect
population and housing and recreation.
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Table 5-1. Comparison of Alternatives to the Proposed Project
Environmental Issue Area Proposed Project Impact
Alternative 1
Impact
Alternative 2
Impact
Alternative 3
Impact
Alternative 4
Impact
Aesthetics Less than Significant with Mitigation Less Impact Less Impact Less Impact Less Impact
Air Quality Less than Significant with Mitigation Less Impact Greater Impact Less Impact Less Impact
Biological Resources Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Cultural Resources Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Geology and Soils Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Greenhouse Gases Less than Significant with Mitigation Less Impact Greater Impact Less Impact Less Impact
Hazards and Hazardous Materials Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Hydrology and Water Quality Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Land Use and Planning Less than Significant Less Impact Less Impact Greater Impact Greater Impact
Noise Less than Significant Less Impact Less Impact Less Impact Less Impact
Population and Housing* Less than Significant Less Impact Greater Impact Similar Impact Similar Impact
Public Services and Utilities Less than Significant with Mitigation Less Impact Greater Impact Less Impact Less Impact
Recreation* Less than Significant Less Impact Greater Impact Similar Impact Similar Impact
Transportation and Traffic Less than Significant with Mitigation Less Impact Similar Impact Less Impact Less Impact
Notes:
* Screened out as potentially significant environmental issue area for the proposed project in the IS/NOP (Appendix A). Impact statement summaries are
based on the Initial Study.
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5.5.1 Alternative 1. No-Project A—No Build
Alternative 1 would involve no action on the part of the City. The proposed
project would not be constructed, and the project site would remain as vacant
land until such a time that a development proposal is approved for this
developing portion of the City.
Aesthetics and Urban Decay
Under Alternative 1, the proposed project would not be constructed and no new
light sources would be installed. Like the proposed project, Alternative 1 would
not contribute to urban decay or visual blight in other commercial areas of the
region. Therefore, there would be fewer impacts on aesthetics and urban decay
from Alternative 1 than under the proposed project because there would be no
adverse impacts on existing commercial businesses.
Air Quality
Alternative 1 would not require any construction activities that would contribute
to temporary air quality impacts. Additionally, Alternative 1 would not generate
any new vehicle trips like those associated with the proposed project that would
result in long-term mobile-source emissions. Therefore, there would be fewer
impacts on air quality under Alternative 1 than under the proposed project.
Biological Resources
Alternative 1 would not result in any impacts on biological resources. The project
site does not contain sensitive habitats and is not known to contain sensitive
species. Certain sensitive species, such as San Joaquin kit fox and burrowing
owl, may use the project site for foraging, denning, and burrowing. Raptors may
also use the project site for foraging, but the lack of onsite trees precludes nesting
opportunities. Alternative 1 would maintain the project site’s current condition
and the potential for use by some native species. Therefore, there would be fewer
impacts on biological resources under Alternative 1 than under the proposed
project.
Cultural Resources
Alternative 1 does not include any clearing or mass grading activities that have
the potential to disturb or destroy sensitive archaeological or culturally important
materials or artifacts. Therefore, there would be fewer impacts on cultural
resources under Alternative 1 than under the proposed project.
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Geology and Soils
Alternative 1 would not require groundbreaking activities. Topsoil exposure by
these activities and the resultant potential for erosion at the project site would not
occur. In addition, no patrons or employees would be exposed to existing
geologic hazards. Therefore, there would be fewer impacts on geology and soils
under Alternative 1 than under the proposed project.
Greenhouse Gases
Alternative 1 would not include any construction or operation activities that
would result in temporary or long-term greenhouse gas (GHG) emissions.
Therefore, there would be fewer impacts related to GHGs under Alternative 1
than under the proposed project.
Hazards and Hazardous Materials
Alternative 1 would not require the use of, or subject construction workers and
commercial center workers and patrons to possible exposure to, construction- and
operations-related chemicals. Therefore, there would be fewer impacts related to
hazards and hazardous materials under Alternative 1 than under the proposed
project.
Hydrology and Water Quality
Under Alternative 1, the project site would remain as vacant land, and no
clearing and grading would occur. Stormwater from the project site would retain
its current drainage to the existing stormwater drainage system, or percolate on
site or off site. Impervious surfaces would also not be built on site under
Alternative 1, reducing surface flows that could flow off site and cause erosion
and flooding. Urban development would not occur, eliminating the potential for
associated pollutants that could reach surface waters or percolate to the
groundwater. There would be no change in current demands and impacts on
groundwater resources. Therefore, there would be fewer impacts on hydrology
and water quality under Alternative 1 than under the proposed project.
Land Use and Planning
Under Alternative 1, the project site would remain as vacant land, which is
consistent with the land use designations adopted by the MBGP. A general plan
amendment and zone change would not be required. Therefore, there would be
fewer impacts on land use and planning under Alternative 1 than under the
proposed project.
City of Bakersfield Chapter 5. Alternatives Analysis
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Noise
Under Alternative 1, existing noise levels would continue to be below standards.
Alternative 1 would reduce significant noise impacts on offsite areas that would
result from the proposed project. Therefore, there would be fewer impacts on
noise under Alternative 1 than under the proposed project.
Public Services and Utilities
Alternative 1 would result in the project site remaining as vacant land, and
therefore would not require potable water, wastewater treatment, stormwater
drainage facilities, or landfill capacity. Alternative 1 would not violate solid
waste regulations nor require service from law enforcement and fire departments.
Accordingly, this would eliminate the potential for secondary impacts on service
providers in terms of increased demand for personnel, equipment, and new
facilities. Therefore, there would be fewer impacts on public services and utilities
under Alternative 1 than under the proposed project.
Transportation and Traffic
Alternative 1 would not result in any new traffic to local streets. There would be
no potential impacts in terms of traffic, levels of service, and need for roadway
improvements as would be necessary for the proposed project. Therefore, there
would be fewer impacts on transportation and traffic under Alternative 1 than
under the proposed project.
Relationship to Project Objectives and Feasibility
Alternative 1 does not meet any of the project objectives.
Alternative 1 would result in the project site remaining vacant land until such a
time that a development proposal is approved for this portion of the City. This is
essentially an interim use of the project site. The project site is in the path of City
growth and has already been entirely designated and zoned for numerous urban
uses in anticipation of development and in conformance with the MBGP. There
has been no indication that any group desires to purchase the project site for open
space preservation. Therefore, while Alternative 1 is marginally feasible as an
interim use, it is not a feasible long-term alternative.
City of Bakersfield Chapter 5. Alternatives Analysis
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5.5.2 Alternative 2. No-Project B—Build Per Existing
Land Use Designations
Alternative 2 would not require a general plan amendment or zone change, as the
project site is already designated and zoned for the proposed use of Alternative 2.
Alternative 2 would require a site plan and review, as is required by the City for
commercial or multi-family uses proposed within an area that is properly
designated and zoned. Alternative 2 would involve development of the project
site with LR-, LMR-, and HMR-zoned housing (667 total dwelling units) and
GC-zoned development (a maximum of 653,400 square feet) at the maximum
density or floor to area ratio allowed by the MBGP and current zoning.
Alternative 2 would also result in an estimated 6,063 ADT5 for residential uses
and 82% of the proposed project’s ADT for commercial uses, or approximately
21,546 ADT6 for commercial. This would result in a total of 27,609 ADT for
Alternative 2, which is slightly higher than would be generated for the proposed
project.
Aesthetics and Urban Decay
Alternative 2 would likely result in less diffused lighting than that associated
with the proposed project. Lighting under Alternative 2 would be mostly
residential street lighting and porch, security, and internal house lighting. There
would be commercial lighting as part of Alternative 2 but at a reduced intensity,
as Alternative 2 would develop about 150,000 fewer square feet of commercial
uses as compared with the proposed project. Therefore, there would be slightly
fewer impacts associated with new sources of light and glare under Alternative 2
than under the proposed project.
Like the proposed project, Alternative 2 would result in less-than-significant
impacts associated with visual blight from potential urban decay in the region, as
a portion of the alternative would include development of residential uses, which
do not result in urban decay. Furthermore, Alternative 2 would develop fewer
commercial uses than the proposed project, which would likely be at a smaller
scale and not large enough to accommodate multi-anchor tenants. Therefore, the
commercial uses under this alternative would not likely compete with other
regional retailers, resulting in a more neighborhood-serving commercial center
with a lower potential for urban decay. Therefore, there would be fewer impacts
on aesthetics and urban decay under Alternative 2 would be less than impacts
associated with the proposed project.
5 CalEEMod Appendix D Table 4.13
6 Phase II of the proposed project would generate 26,275 ADT for commercial uses.
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Air Quality
The types of air quality impacts under Alternative 2 would be similar to those
under the proposed project, but of a slightly greater magnitude. As with the
proposed project, construction and operation of building features under
Alternative 2 would generate criteria pollutant emissions that could exceed the
San Joaquin Valley Air Pollution Control District’s (SJVAPCD) regional
significance thresholds. Similar impacts from operational emissions would be
expected, but there is the potential for reactive organic gas emissions from
consumer products to be slightly higher under Alternative 2, compared with the
proposed project, as a result of the increased number of residential land uses.
Mitigation Measures MM AQ-1 and MM AQ-2, identified in Section 4.2, Air
Quality, would likely be available to reduce regional emissions below SJVAPCD
significance thresholds.
As with the proposed project, operation of Alternative 2 could expose existing
sensitive receptors to increased health risks from localized particulate matter,
diesel particulate matter (DPM), and carbon monoxide (CO) hot-spots. Similar to
regional criteria pollutant emissions, localized particulate matter and DPM
generated during operation of Alternative 2 could be slightly higher than under
the proposed project. However, particulate matter 2.5 microns or less in diameter
(PM2.5) and DPM dispersion modeling for the proposed project showed that
impacts would be well below SJVAPCD’s thresholds of significance and, as
such, a similar conclusion is likely for Alternative 2. Furthermore, even though
Alternative 2 would generate additional residential traffic, the increase would be
minor (5%) and, as such, like the proposed project, Alternative 2 is not expected
to result in CO hot-spots.
Similar to under the proposed project, receptors could be exposed to Valley
Fever and odor impacts during construction of Alternative 2. Mitigation Measure
MM AQ-1 (b), identified in Section 4.2, Air Quality, would be required to reduce
Valley Fever impacts to less-than-significant levels. Odor impacts arising from
construction equipment were not identified as significant for the proposed
project, and would not be significant for Alternative 2 either, as both would
involve similar types of construction equipment.
Biological Resources
Alternative 2 would result in impacts on biological resources similar to those
under the proposed project because the same amount of land would be developed
under Alternative 2 as is planned under the proposed project. Under Alternative
2, compliance with the Metropolitan Bakersfield Habitat Conservation Plan
(MBHCP) would still be required. Therefore, impacts on biological resources
from Alternative 2 would be similar to those associated with the proposed
project.
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Cultural Resources
Alternative 2 would result in ground-clearing and grading of the same area as the
proposed project. Mitigation to avoid or preserve any culturally significant
resources would also be implemented under Alternative 2. Therefore, impacts on
cultural resources from Alternative 2 would be similar to those associated with
the proposed project.
Geology and Soils
Like the proposed project, Alternative 2 would disturb the entire project site and
expose topsoil. Therefore, Alternative 2 would result in the same potential for
erosion at the project site during the construction period as would occur under the
proposed project. There are no known geological hazards at the project site, and
both the proposed project and Alternative 2 would require site plan and review
by the City. Therefore, impacts on geology and soils from Alternative 2 would be
similar to those associated with the proposed project.
Greenhouse Gases
Similar to criteria air pollutant emissions, construction and operational GHG
emissions associated with Alternative 2 would likely be greater than emissions
estimated for the proposed project. However, implementation of Mitigation
Measures MM GHG-1 and MM GHG-2 would reduce operational GHG
emissions consistent with reductions estimated for the proposed project, which,
when combined with anticipated reductions from state actions, would reduce
GHG emissions compared with business-as-usual conditions. Accordingly,
assuming comparable reductions would be achieved by project-level mitigation,
impacts under Alternative 2 would be less than significant.
Hazards and Hazardous Materials
Construction of either a commercial center (proposed project) or residential and
commercial structures (Alternative 2) would result in the similar use of a variety
of petrochemicals—including fuels and lubricants—to operate the heavy
equipment used for site preparation. Grading and construction activities would
require the transport, storage, use, and disposal of hazardous materials, such as
the fueling and servicing of construction equipment. Similar to operation of
commercial land uses, operation of residential land uses has a very low potential
for the use, storage, and disposal of substantial quantities of hazardous materials.
Furthermore, Alternative 2 would be required to implement similar mitigation as
the proposed project to minimize impacts from potential existing hazardous
materials from previous uses. Therefore, impacts related to hazards and
hazardous materials from Alternative 2 would be similar to those associated with
the proposed project.
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Hydrology and Water Quality
Alternative 2 would include grading of the entire project site to create the pads
for residences and commercial structures as well as for parking areas and
associated road improvements. Implementation of best management practices
(BMPs)—such as the placement of silt-screens, sand bags, and other barriers to
reduce polluted runoff—would be implemented, as with the proposed project.
Therefore, the impacts associated with the grading phase of construction under
Alternative 2 would be the same as those associated with the proposed project.
Alternative 2 would likely employ a more traditional residential gutter drainage
system for the residential uses and a stormwater detention basin for the
commercial uses. Residential land uses generally have fewer impervious surfaces
than equally sized commercial land uses; therefore, operation of Alternative 2
would result in fewer project-related stormwater runoff and urban pollutants that
could enter the water column. Overall, impacts on hydrology and water quality
from Alternative 2 would be similar to those associated with the proposed
project.
Land Use and Planning
Both the proposed project and Alternative 2 would not physically divide a
community or, with mitigation, conflict with a habitat conservation plan.
Alternative 2 would not require a general plan amendment and zone change,
unlike the proposed project, and would therefore be consistent with the land use
plans and ordinances. Therefore, impacts on land use and planning under
Alternative 2 would be fewer than the proposed project.
Noise
As discussed above, Alternative 2 would result in a similar amount of grading as
would the proposed project, and noise from these activities would be the same
under Alternative 2. However, it is anticipated that a predominantly residential
development would not generate as much operational noise as a commercial
development of the same size. Large delivery trucks would routinely travel to
and from a commercial development, while fewer trucks would travel into a
similarly sized residential area to make deliveries. Many commercial deliveries
are large, require larger and noisier trucks than residential deliveries, and take
time to off-load, which would not occur in a residential area. The reduced size of
commercial land use under Alternative 2 would reduce intermittent noise as a
result of deliveries and garbage truck traffic compared with the proposed project,
because fewer trucks would visit the smaller commercial center proposed in
Alternative 2. However, it is anticipated the traffic generated by Alternative 2
would be slightly higher than that of the proposed project. Overall, there would
be fewer impacts on noise-sensitive users under Alternative 2 than under the
proposed project.
City of Bakersfield Chapter 5. Alternatives Analysis
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Population and Housing
As discussed in Appendix A, the proposed project would result in less-than-
significant impacts on population growth and no impacts related to displacing
housing or people. Implementation of Alternative 2 would result in the
construction of 667 dwelling units and 653,400 square feet of general
commercial uses. It is estimated that the 667 residences would result in a
population increase of 2,335 persons in the local area.7 Therefore, Alternative 2
would result in population growth in the area and impacts would be greater than
those of the proposed project. However, because the project site is already
designated for these uses, the MBGP has already considered and planned for this
growth. Because no existing housing occurs within the limits of the project site,
similar to the proposed project, Alternative 2 would not displace housing or
people.
Public Services and Utilities
The implementation of Alternative 2 would likely result in less impervious
surface area than the proposed project because residential areas typically have
more landscaping areas associated with front, back, and side yards. It is estimated
that the 667 residences would use approximately 484 acre-feet per year of
potable water.8 The commercial development would use approximately 309 acre-
feet per year. In consideration of both the residential and commercial demands,
Alternative 2 would use approximately 793 acre-feet per year. It is anticipated
that Alternative 2 would result in greater need for electricity, gas, wastewater
conveyance, and solid waste disposal than the proposed project. It is also likely
that both Alternative 2 and the proposed project would require similar
intermittent fire and police protection needs, but impacts on schools, parks, and
other public facilities would be greater under Alternative 2. Therefore, there
would be more impacts on public services and utilities under Alternative 2 than
under the proposed project.
Recreation
As discussed in Appendix A, the proposed project would result in less-than-
significant impacts on existing neighborhood and regional parks and no impacts
on proposed recreational facilities. It is estimated that implementation of
Alternative 2 would result in a population increase of 2,335 persons in the local
7 Estimated population calculated by multiplying 3.5 persons per dwelling by 667 dwelling units per the City of
Bakersfield Water Resources Department’s Standards and Specifications for Domestic Water Systems.
8 Estimated annual residential use was based upon the City of Bakersfield Water Resources Department’s Standards
and Specifications for Domestic Water Systems, revised June 2011. Estimated use as calculated using the following
equation: 3.5 persons per dwelling unit for single-family residential, multiplied by 667 dwelling units, multiplied by
185 gallons per capita per day on average, multiplied by 365 days per year = 157,637,113 gallons per year (484 acre
feet per year). The commercial use is calculated at 82% of the proposed project demands, as the 653,400 square feet
of general commercial in Alternative 2 is 82% of the proposed project buildout.
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area.9 Therefore, Alternative 2 would result in population growth in the area and
could potentially increase demand on existing recreation and park resources or
create an increased demand for new recreation or park resources. Impacts would
be greater than those for the proposed project.
Transportation and Traffic
As discussed above, Alternative 2 would result in a similar amount of grading
and number of construction personnel as would the proposed project. Therefore,
construction-related traffic from these activities under Alternative 2 would be
similar to that under the proposed project. The length of construction would be
shorter because of the reduced size as compared with the proposed project, so
there would be less potential for extended impacts under Alternative 2. It is
anticipated that the predominantly residential development of Alternative 2
would not generate as much delivery truck traffic as a commercial development
of the same size. Large delivery trucks would routinely travel to and from a
commercial development, while fewer trucks would travel into a similarly sized
residential area to make deliveries. It is anticipated that the operational impacts
under Alternative 2 would be similar to those under the proposed project, as
Alternative 2 would generate slightly more (5%) ADT than the proposed project.
However, there would likely be reduced peak hour (Saturday morning) traffic
generated by the commercial development of Alternative 2, based on the reduced
size of the development, and increased peak hour traffic from the residential
development during the morning and evening rush hours. Therefore, it is
anticipated Alternative 2 would result in similar impacts on traffic as those of the
proposed project. However, impacts from cumulative growth under Alternative 2
would be significant.
Relationship to Project Objectives and Feasibility
Alternative 2 does not fulfill some of the project objectives because it does not
provide a highly visible regional shopping center and multi-level hotel.
Alternative 2 also does not facilitate a planned development consisting of
national retailers, and is not consistent with market demands. Alternative 2 does
not provide as wide a variety of commercial opportunities as the proposed project
and would likely not represent a regional commercial center attraction.
Alternative 2 is feasible, as the project site is already zoned for the various land
use designations required by Alternative 2. However, Alternative 2 would not
provide the City with the same type of project, namely a regional retail shopping
center that would best establish Bakersfield’s role as the capital of the southern
San Joaquin Valley and develop a distinctive identity for the Bakersfield region
that differentiates it as a unique place in the southern San Joaquin Valley.
9 Estimated population calculated by multiplying 3.5 persons per dwelling by 667 dwelling units per the City of
Bakersfield Water Resources Department’s Standards and Specifications for Domestic Water Systems.
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5.5.3 Alternative 3. Reduced Development A—Phase I
Buildout Only
This alternative would include the development of 400,000 square feet of
leasable commercial space, 120 hotel rooms, 2,683 surface parking spaces, and
related onsite improvements. It is assumed that Alternative 3 would generate
approximately 60% of the ADT of the proposed project, or 40% less traffic than
the proposed project. Alternative 3 is assumed to be developed on approximately
half, or 42.5 acres, of the proposed project site, with the remainder of the site
assumed to be left vacant for future development.
Aesthetics and Urban Decay
Alternative 3 would result in fewer impacts associated with light and glare than
those under the proposed project. Alternative 3 would be developed at a reduced
square footage compared with the proposed project, and would therefore result in
less intense lighting. As discussed previously, no significant impacts associated
with urban decay from the proposed project have been identified in this DEIR.
This DEIR acknowledges the potential impacts on local businesses from national
retailers. Therefore, there would be fewer aesthetic impacts, and similar urban
decay impacts, under Alternative 3 compared with the proposed project.
Air Quality
The types of air quality impacts under Alternative 3 would be similar to those
under the proposed project, but of a lesser magnitude. As with the proposed
project, construction and operation of building features under Alternative 3
would generate criteria pollutant emissions that could exceed the SJVAPCD’s
regional significance thresholds. Mitigation Measures MM AQ-1 and MM AQ-2,
identified in Section 4.2, Air Quality, would be available to reduce regional
emissions below SJVAPCD significance thresholds.
As with the proposed project, operation of Alternative 3 could expose existing
sensitive receptors to increased health risks from localized particulate matter,
DPM, and CO hot-spots. Similar to regional criteria pollutant emissions,
localized particulate matter and DPM generated during operation of Alternative 3
would be lower than under the proposed project, because there would be a lesser
extent of operational activities under Alternative 3 than under the proposed
project. PM2.5 and DPM dispersion modeling for the proposed project showed
that no violations of SJVAPCD’s thresholds of significance would occur, and the
same conclusion would be expected for Alternative 3. Furthermore, because
Alternative 3 would only generate 60% of the traffic expected under the proposed
project, the potential for Alternative 3 to result in CO hot-spots would be lower
than that of the proposed project. Accordingly, because impacts from CO hot-
spots would be less than significant under the proposed project, impacts under
Alternative 3 would likewise be less than significant.
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Similar to under the proposed project, receptors could be exposed to Valley
Fever and odor impacts during construction of Alternative 3. Mitigation Measure
MM AQ-1 (b), identified in Section 4.2, Air Quality, would be required to reduce
Valley Fever impacts to less-than-significant levels. Odor impacts arising from
construction equipment were not identified as significant for the proposed
project, and would not be significant for Alternative 3 either, as both would
involve similar types of construction equipment.
Biological Resources
Alternative 3 would result in fewer impacts on biological resources because only
half of the site would be disturbed and developed as compared with the proposed
project. Additionally, under Alternative 3, compliance with the MBHCP would
still be required. Therefore, there would be fewer impacts on biological resources
under Alternative 3 than under the proposed project.
Cultural Resources
Alternative 3 result in fewer impacts on cultural resources because only half of
the site would be disturbed and developed as compared with the proposed
project. However, mitigation to avoid or preserve any culturally significant
resources would still be required under Alternative 3. Therefore, there would be
fewer impacts on cultural resources under Alternative 3 than under the proposed
project.
Geology and Soils
Alternative 3 would only disturb half of the project site as compared with the
proposed project, but would still require mitigation related to exposure of topsoil
because of groundbreaking activities, and the resultant potential for erosion. In
addition, Alternative 3 would reduce the potential for patrons to be exposed to
geologic hazards as compared with the proposed project, as the hotel uses are not
proposed under this alternative. Therefore, there would be fewer impacts on
geology and soils under Alternative 3 than under the proposed project.
Greenhouse Gases
Similar to criteria air pollutant emissions, construction and operational GHG
emissions associated with Alternative 3 would likely be lower than those
estimated for the proposed project. Implementation of Mitigation Measures MM
GHG-1 and MM GHG-2 would reduce operational GHG emissions consistent
with reductions estimated for the proposed project, which, when combined with
anticipated reductions from state actions, would reduce GHG emissions
compared with business-as-usual conditions. Accordingly, because GHG impacts
City of Bakersfield Chapter 5. Alternatives Analysis
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would be less than significant under the proposed project, impacts under
Alternative 3 would likewise be less than significant.
Hazards and Hazardous Materials
Construction of Alternative 3 would result in the use of a variety of
petrochemicals—including fuels, lubricants, and solvents—to operate the heavy
equipment used for site preparation. Grading and construction activities would
require the similar transport, storage, use, and disposal of hazardous materials,
such as the fueling and servicing of construction equipment, as the proposed
project. Commercial operations have a very low potential for the use, storage,
and disposal of substantial quantities of hazardous materials. However, with the
construction of less commercial square footage, even fewer quantities of
hazardous materials would be used, stored, and disposed of under Alternative 3
than under the proposed project. Therefore, there would be fewer impacts related
to hazards and hazardous materials under Alternative 3 than under the proposed
project.
Hydrology and Water Quality
Alternative 3 would include grading on a smaller site as compared with the
proposed project and would still include development of the stormwater
detention basin. BMPs (silt-screens, sand bags, and other barriers to reduce
polluted runoff) would still be required, similar to the proposed project.
Therefore, there would be fewer impacts associated with the grading phase of
construction under Alternative 3 than under the proposed project. In addition,
because Alternative 3 would not develop 400,000 additional square feet of
commercial space, the additional 120 hotel rooms, and associated parking lots,
operation of Alternative 3 would result in less project-related stormwater runoff
and less urban pollutants that could enter the water column than operation of the
proposed project. Overall, there would be fewer impacts on hydrology and water
quality under Alternative 3 than under the proposed project.
Land Use and Planning
Alternative 3 would require a general plan amendment and zone change like the
proposed project. Alternative 3’s general consistency with likely future
development in surrounding areas would be similar to the proposed project.
However, the proposed project better facilitates the following MBGP goals and
policies:
Goal 1. Accommodate new development which captures the economic
demands generated by the marketplace and establishes Bakersfield’s role as
the capital of the southern San Joaquin Valley.
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Policy 15. Allow for the development of a variety of commercial
centers/corridors which are differentiated by their function, intended users
and level of intensity, including convenience centers serving local residential
neighborhoods, sub-regional centers which serve groupings of
neighborhoods, and major regional centers which serve the planning area and
surrounding areas.
Policy 22. Locate major (regional) commercial uses in proximity to existing
regional centers (such as Valley Plaza and East Hills Mall) and in proximity
to future regional serving commercial centers in the downtown, southwest,
northwest, and northeast, as designated on the Land Use Policy Map.
Policy 67. Develop a distinctive identity for the Bakersfield region which
differentiates it as a unique place in the southern San Joaquin Valley.
Based on the proposed project’s size, plans for multi-anchor commercial uses,
and appealing pedestrian-friendly site plan, the proposed project would better
establish Bakersfield as the capital of the southern San Joaquin Valley. The
proposed project is also a better example of a major regional center, and would
more effectively differentiate the Bakersfield region as a unique place than would
a reduced development footprint better suited for a neighborhood commercial
center. Therefore, impacts on land use and planning under Alternative 3 would be
greater than impacts associated with the proposed project.
Noise
As discussed above, Alternative 3 would result in a reduced amount of grading as
compared with the proposed project; therefore, noise from these activities under
Alternative 3 would be reduced from those of the proposed project. Compared
with the proposed project, Alternative 3 would be developed at a reduced square
footage, and less traffic would be generated. Less square footage would mean
fewer garbage and delivery truck trips to the project site, resulting in less ambient
and intermittent traffic noise compared with the proposed project. Therefore,
there would be fewer impacts on noise-sensitive uses under Alternative 3 than
under the proposed project.
Public Services and Utilities
The reduced square footage of Alternative 3 would result in less need for public
services and utilities than would the proposed project. Under Alternative 3, the
need for police and fire protection services would be reduced compared with the
proposed project, as fewer employees and patrons would be present. The need for
water, electrical, and other services would also be less than under the proposed
project. Overall, there would be fewer impacts on public services and utilities
under Alternative 3 than under the proposed project.
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Transportation and Traffic
Alternative 3 would result in less 40% less operational traffic than the proposed
project. Alternative 3 would develop less commercial square footage and attract
fewer customers to the site, therefore generating less traffic volume than the
proposed project. The reduced size of development under Alternative 3 compared
with the proposed project would lead to fewer potential impacts on emergency
vehicle access, transit service, and onsite parking during construction. Overall,
there would be fewer impacts on transportation and traffic under Alternative 3
than under the proposed project.
Relationship to Project Objectives and Feasibility
Alternative 3 meets all but one of the project objectives. It does not meet the
objective to facilitate a planned development consisting of national retailers and
related in-line tenants consistent with market demands.
By not developing the remaining 400,000 square feet of commercial space and
120 hotel rooms for Phase II of the proposed project, the applicant would not
fully utilize the project site, attract the greatest number of customers, and
maximize profitability. This would not be consistent with market demands.
For objectives that Alternative 3 meets, the proposed project better fulfills most
of these objectives. The proposed project would better provide an accessible
regional retail shopping center that meets the growing demands of the residents
and planned communities in the City and greater Kern County. The proposed
project would also assemble a greater variety of retailers that would better satisfy
most of the shopping needs of the surrounding existing and planned
neighborhoods, and would provide a larger gathering place for residents and
visitors.
Alternative 3 is feasible. Prior to construction, it would require similar approvals
by the City as the proposed project. Analysis of the proposed project determined
that traffic and noise impacts could not be mitigated to a level of less than
significant. It is assumed that, because of its lesser size, there would be fewer
impacts associated with Alternative 3 than those associated with the proposed
project, but that impacts on traffic and noise could still be significant under
Alternative 3.
5.5.4 Alternative 4. Reduced Development B—
Commercial Phase I Only, No Hotel
Alternative 4 would include the buildout of 400,000 square feet of leasable
commercial space only as proposed in Phase I of the project.
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This would also include construction of 2,550 surface parking spaces and related
onsite improvements. It is assumed that Alternative 4 would generate 57% of the
ADT of the proposed project, or 43% less traffic than the proposed project,
because of the reduction in leasable commercial space and removal of the hotel
uses. Alternative 4 is assumed to be developed on approximately one quarter, or
21.25 acres, of the proposed project site, with the remainder of the site assumed
to be left vacant for future development.
Aesthetics and Urban Decay
Alternative 4 would result in fewer impacts associated with light and glare than
those under the proposed project. Alternative 4 would be developed at a reduced
square footage compared with the proposed project, and would not include the
hotel use, and would therefore result in less-intense lighting. As discussed
previously, no significant impacts associated with urban decay from the proposed
project have been identified in this DEIR. This DEIR acknowledges the potential
impacts on local businesses from national retailers. Therefore, there would be
fewer aesthetic impacts, and similar urban decay impacts, under Alternative 4
compared with the proposed project.
Air Quality
The types of air quality impacts under Alternative 4 would be similar to those
under the proposed project, but of a lesser magnitude. As with the proposed
project, construction and operation of building features under Alternative 4
would generate criteria pollutant emissions that could exceed the SJVAPCD’s
regional significance thresholds. Mitigation Measures MM AQ-1 and MM AQ-2,
identified in Section 4.2, Air Quality, would be available to reduce regional
emissions below SJVAPCD significance thresholds.
As with the proposed project, operation of Alternative 4 could expose existing
sensitive receptors to increased health risks from localized particulate matter,
DPM, and CO hot-spots. Similar to regional criteria pollutant emissions,
localized particulate matter and DPM generated during operation of Alternative 4
would be lower than under the proposed project, because there would be a lesser
extent of operational activities under Alternative 4 than under the proposed
project. PM2.5 and DPM dispersion modeling for the proposed project showed
that no violations of SJVAPCD’s thresholds of significance would occur, and the
same conclusion would be expected for Alternative 4. Furthermore, because
Alternative 4 would only generate 57% of the traffic expected under the proposed
project, the potential for Alternative 4 to result in CO hot-spots would be lower
than that of the proposed project. Accordingly, because impacts from CO hot-
spots would be less than significant under the proposed project, impacts under
Alternative 4 would likewise be less than significant.
Similar to under the proposed project, receptors could be exposed to Valley
Fever and odor impacts during construction of Alternative 4. Mitigation Measure
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MM AQ-1 (b), identified in Section 4.2, Air Quality, would be required to reduce
Valley Fever impacts to less-than-significant levels. Odor impacts arising from
construction equipment were not identified as significant for the proposed
project, and would not be significant for Alternative 4 either, as both would
involve similar types of construction equipment.
Biological Resources
Alternative 4 would result in fewer impacts on biological resources because a
reduced amount of land compared with the proposed project would be disturbed
and developed. Additionally, under Alternative 4, compliance with the MBHCP
would still be required. Therefore, there would be fewer impacts on biological
resources under Alternative 4 than under the proposed project.
Cultural Resources
Alternative 4 would result in fewer impacts on cultural resources because only
one quarter of the site would be disturbed and developed as compared with the
proposed project. However, mitigation to avoid or preserve any culturally
significant resources would still be required under Alternative 4. Therefore, there
would be fewer impacts on cultural resources under Alternative 4 than under the
proposed project.
Geology and Soils
Alternative 4 would only disturb one quarter of the project site as compared with
the proposed project, but would still require mitigation related to exposure of
topsoil because of groundbreaking activities, and the resultant potential for
erosion. In addition, Alternative 4 would reduce the potential for patrons to be
exposed to geologic hazards as compared with the proposed project, as the hotel
uses are not proposed under this alternative. Therefore, there would be fewer
impacts on geology and soils under Alternative 4 than under the proposed
project.
Greenhouse Gases
Similar to criteria air pollutant emissions, construction and operational GHG
emissions associated with Alternative 4 would likely be lower than those
estimated for the proposed project. Implementation of Mitigation Measures MM
GHG-1 and MM GHG-2 would reduce operational GHG emissions consistent
with reductions estimated for the proposed project, which, when combined with
anticipated reductions from state actions, would reduce GHG emissions
compared with business-as-usual conditions. Accordingly, because GHG impacts
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would be less than significant under the proposed project, impacts under
Alternative 4 would likewise be less than significant.
Hazards and Hazardous Materials
Construction of Alternative 4 would result in the use of a variety of
petrochemicals—including fuels, lubricants, and solvents—to operate the heavy
equipment used for site preparation. Grading and construction activities would
require the similar transport, storage, use, and disposal of hazardous materials,
such as the fueling and servicing of construction equipment, as the proposed
project. Commercial operations have a very low potential for the use, storage,
and disposal of substantial quantities of hazardous materials. However, with the
construction of less commercial square footage, even fewer quantities of
hazardous materials would be used, stored, and disposed of under Alternative 4
than under proposed project. Therefore, there would be fewer impacts related to
hazards and hazardous materials under Alternative 4 than under the proposed
project.
Hydrology and Water Quality
Alternative 4 would include grading on a smaller site as compared with the
proposed project and would still include development of the stormwater
detention basin. BMPs (silt-screens, sand bags, and other barriers to reduce
polluted runoff) would be implemented, as with the proposed project. Therefore,
there would be fewer impacts associated with the grading phase of construction
under Alternative 4 than under the proposed project. Because Alternative 4
would not develop 400,000 additional square feet of commercial space, the 240
hotel rooms, and associated parking spaces, operation of Alternative 4 would
result in less project-related stormwater runoff and less urban pollutants that
could enter the water column than operation of the proposed project. Overall,
there would be fewer impacts on hydrology and water quality under Alternative 4
than under the proposed project.
Land Use and Planning
Alternative 4 would require a general plan amendment and zone change like the
proposed project. Alternative 4’s general consistency with likely future
development in surrounding areas would be similar to the proposed project.
However, the proposed project better facilitates the following MBGP goals and
policies:
Goal 1. Accommodate new development which captures the economic
demands generated by the marketplace and establishes Bakersfield’s role as
the capital of the southern San Joaquin Valley.
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Policy 15. Allow for the development of a variety of commercial
centers/corridors which are differentiated by their function, intended users
and level of intensity, including convenience centers serving local residential
neighborhoods, sub-regional centers which serve groupings of
neighborhoods, and major regional centers which serve the planning area and
surrounding areas.
Policy 22. Locate major (regional) commercial uses in proximity to existing
regional centers (such as Valley Plaza and East Hills Mall) and in proximity
to future regional serving commercial centers in the downtown, southwest,
northwest, and northeast, as designated on the Land Use Policy Map.
Policy 67. Develop a distinctive identity for the Bakersfield region which
differentiates it as a unique place in the southern San Joaquin Valley.
Based on the proposed project’s size, plans for multi-anchor commercial uses,
and appealing pedestrian-friendly site plan, the proposed project would better
establish Bakersfield as the capital of the southern San Joaquin Valley. The
proposed project is also a better example of a major regional center, and would
more effectively differentiate the Bakersfield region as a unique place than would
a reduced development footprint better suited for a neighborhood commercial
center. Therefore, impacts on land use and planning under Alternative 4 would be
greater than impacts associated with the proposed project.
Noise
As discussed above, Alternative 4 would result in a reduced amount of grading as
compared with the proposed project; therefore, noise from these activities under
Alternative 4 would be reduced from those of the proposed project. Compared
with the proposed project, Alternative 4 would be developed at a reduced
commercial square footage and would not include the development of the hotel;
therefore, less traffic would be generated. Less square footage and no hotel uses
would mean fewer garbage and delivery truck trips to the project site, resulting in
less ambient and intermittent traffic noise compared with the proposed project.
Therefore, there would be fewer impacts on noise-sensitive uses under
Alternative 4 than under the proposed project.
Public Services and Utilities
The reduced commercial square footage and elimination of hotel uses of
Alternative 4 would result in less need for public services and utilities than would
the proposed project. Under Alternative 4, the need for police and fire protection
services would be reduced compared with the proposed project, as fewer
employees and patrons would be present. The need for water, electrical, and
other services would also be less than under the proposed project. Overall, there
would be fewer impacts on public services and utilities under Alternative 4 than
under the proposed project.
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Transportation and Traffic
Alternative 4 would result in 43% less operational traffic than the proposed
project. Alternative 4 would develop less commercial square footage, eliminate
the hotel uses, and attract fewer customers to the site, therefore generating less
traffic volume than the proposed project. The reduced size of development under
Alternative 4 compared with the proposed project would lead to fewer potential
impacts on emergency vehicle access, transit service, and onsite parking during
construction. Overall, there would be fewer impacts on transportation and traffic
under Alternative 4 than under the proposed project.
Relationship to Project Objectives and Feasibility
Alternative 4 meets all but two of the project objectives. It does not meet the
objective to facilitate a planned development consisting of an anchor store,
national retailers, and related in-line tenants consistent with market demands. It
also would not provide a multi-level hotel to accommodate regional travelers
coming to the site and the greater Bakersfield area.
By not developing the remaining 400,000 square feet of commercial space and
the hotel uses of the proposed project, the applicant would not fully utilize the
project site, attract the greatest number of customers, and maximize profitability.
This would not be consistent with market demands.
For objectives that Alternative 4 meets, the proposed project better fulfills most
of these objectives. The proposed project would better provide an accessible
regional retail shopping center that meets the growing demands of the residents
and planned communities in the City and greater Kern County. The proposed
project would also assemble a greater variety of retailers that would better satisfy
most of the shopping needs of the surrounding existing and planned
neighborhoods, and would provide a larger gathering place for residents and
visitors.
Alternative 4 is feasible. Prior to construction, it would require similar approvals
by the City as the proposed project. Analysis of the proposed project determined
that traffic and noise impacts could not be mitigated to a level of less than
significant. It is assumed that, because of its lesser size, there would be fewer
impacts associated with Alternative 4 than those associated with the proposed
project, but that impacts on traffic and noise could still be significant under
Alternative 4.
5.6 Environmentally Superior Alternative
An EIR must identify the environmentally superior alternative to the proposed
project. Alternative 1 (No-Project A—No Build) would be environmentally
superior to the proposed project because it would minimize or avoid physical
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environmental impacts. However, the State CEQA Guidelines require that, if a
no-project alternative is found to be environmentally superior, “the EIR shall also
identify an environmentally superior alternative among the other alternatives”
(State CEQA Guidelines, Section 15126.6(c)).
In terms of the physical effects on the environment, the environmentally superior
alternative (other than a no-project alternative) is Alternative 4 (Reduced
Development B—Commercial Phase I Only, No Hotel). However, Alternative 4
fails to fully meet the project objectives as discussed above.
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Chapter 6
Consequences of Project Implementation
6.1 Effects Found not to Be Significant
6.1.1 Introduction
Pursuant to Section 15128 of the California Environmental Quality Act (CEQA)
Guidelines, an Environmental Impact Report (EIR) shall contain a statement as to
the reasons that various possible significant impacts were determined not to be
significant and were therefore not discussed in detail in the EIR. Therefore, this
section summarizes the analysis contained in the Initial Study (IS)/Notice of
Preparation (NOP), dated November 5, 2014, which is contained in Appendix A
of this EIR. The NOP was prepared to identify the potentially significant effects
of the proposed project and was circulated for public review between November
5, 2014, and December 4, 2014. In the course of that evaluation, certain effects
were found to have no impact or result in less-than-significant impacts because
the proposed project’s characteristics would not create such impacts. Therefore,
this section provides a brief description of effects found not to be significant or
found to be less than significant in the IS/NOP. In addition to those issues found
to be less than significant in the IS/NOP, a number of impacts have been found to
be less than significant during the more detailed analysis contained in the various
topical sections of this EIR (Sections 4.1 through 4.12).
6.1.2 Aesthetics
Scenic Vista
The project site is within an area that is relatively flat, does not contain any
significant landforms, and is currently vacant land. It is bordered by existing
residential development to the west and east, and State Route (SR) 99 borders the
western portion of the project site. Land to the north and south of the project site
is vacant and undeveloped. This area is not regarded or designated as visually
important or “scenic” in the Metropolitan Bakersfield General Plan (MBGP)
(City of Bakersfield/County of Kern 2002) and is not within a Class I or II Visual
Resources Area or Viewsheds and Slope Protection Area (City of Bakersfield
2008). Additionally, development of the project would not block or preclude
views to any area containing important or what would be considered visually
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appealing landforms. Therefore, no scenic vistas would be affected by the
development of the project, and impacts are considered less than significant.
Scenic Resources
The project site consists of vacant land. No rock outcroppings are located on site.
The project site is not adjacent to or near any state highway that is designated or
eligible to be listed on the California Department of Transportation (Caltrans)
State Scenic Highway System (Caltrans 2014). The State Scenic Highway
System designates highways depending on the quantity of natural landscape that
can be seen by travelers, the scenic quality of the landscape from a given
segment of roadway, and the extent to which development intrudes upon the
traveler’s enjoyment of the view. The project site is not within or adjacent to any
such landscape. The nearest eligible State Scenic Highway in Kern County is the
SR 14 extension north from Mojave to SR 395, which is about 60 miles from
Bakersfield and is obscured from view by the Piute Mountains. SR 58 east from
where it meets SR 14 is also an eligible State Scenic Highway in Kern County
and is also about 60 miles from Bakersfield and has the same obstructions
(Caltrans 2014). Therefore, impacts associated with a state scenic highway are
considered less than significant.
6.1.3 Agricultural and Forestry Resources
Important Farmland
The project site is not designated as Prime Farmland, Unique Farmland, or
Farmland of Statewide Importance under the California Department of
Conservation Division of Land Resource Protection’s Farmland Mapping and
Monitoring Program (California Department of Conservation 2014a). The project
site is currently vacant land that may have been historically farmed, but now has
land use designations of Low‐Density Residential (LR), Low Medium‐Density
Residential (LMR), and High Medium‐Density Residential (HMR) and is zoned
One Family Dwelling (R‐1). No impact would occur.
Williamson Act Contracts or Agricultural Zoning
The entire site is currently zoned R‐1 by the City of Bakersfield, which is a
residential zone designation. As part of the proposed project, a zone change from
R‐1 to Regional Commercial/Planned Commercial Development Zone
(C-2/PCD) is being sought. Therefore, the project would not conflict with
existing zoning for agricultural use. No impact would occur.
The Williamson Act applies to parcels consisting of at least 20 acres of Prime
Farmland or at least 40 acres of land not designated as Prime Farmland. The
purpose of the act is to preserve agricultural and open space lands by
discouraging premature and unnecessary conversion to urban uses. The
Williamson Act enables local governments to enter into contracts with private
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landowners for the purpose of restricting specific parcels of land for use as
agricultural or related open space. The proposed project site is 85 acres in size
and does not contain any land currently under a Williamson Act Land Use
Contract (California Department of Conservation 2014a). Therefore, the project
would not conflict with existing zoning for agricultural use or a Williamson Act
contract, and there would be no impact. No impact would occur.
Conversion of Forest Land to Non-Forest Use
The project site is currently zoned R‐1 for residential uses. No land zoned as
forest land or timberland exists within the proposed project boundaries. The
proposed project would not conflict with existing zoning for forest land or
timberland. No impact would occur.
Conflicts with Forest Land Zoning
No land zoned as forest land or timberland exists within the proposed project
boundaries. Approval of the proposed project would not result in the loss of
forest land or conversion of forest land to other uses. No impact would occur.
Pressures to Convert Farmland to Non-Agricultural Use
The proposed project area is not within an agricultural or forest area. Therefore,
implementation of the project would not result in changes that would cause the
conversion of farmland to non‐agricultural use or conversion of forest land to
nonforest use. No impacts would occur.
6.1.4 Air Quality
Objectionable Odors
The generation of odors is generally associated with certain types of industrial
and agricultural activities, as well as dairy facilities. No industrial activities are
proposed for the project site. The nearest dairy facility is approximately 2.5 miles
northwest of the project site. Therefore, because the project itself would not
produce offensive odors, no impacts would occur.
6.1.5 Biological Resources
Riparian Habitat or Other Sensitive Natural Community
The project site is not crossed by a natural stream or river, either perennial or
intermittent, based on the U.S. Geological Survey Gosford Quadrangle (USGS
2012). The project site is not within or adjacent to the Kern River or any other
riparian (i.e., riverside) habitat. Furthermore, the project site is highly degraded
and nearly clear of any vegetative cover, and no sensitive habitat communities or
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special‐status plant species are expected to occur in the project area. Therefore,
the proposed project would not have a substantial impact on any riparian habitat
or other sensitive natural community, and impacts would be less than significant.
Federally Protected Wetlands
No areas meeting the regulatory definition of Waters of the U.S. (jurisdictional
waters) or State jurisdictional waters were identified in the immediate area of the
project site. No wetlands or waterways potentially under the jurisdiction of either
the U.S. Army Corps of Engineers or California Department of Fish and Wildlife
are present within, or adjacent to, the proposed project site or the surrounding
area (Appendix B). Therefore, the proposed project would not have a substantial
adverse effect on federally protected wetlands. No impacts would occur.
6.1.6 Geology and Soils
Risk of Rupture of a Known Earthquake Fault
According to the California Department of Conservation, the project site is not
within a delineated Alquist‐Priolo Earthquake fault zone (California Department
of Conservation 2014b). The nearest Fault Rupture Hazard Zones are
approximately 7 miles east of the project site and are associated with the White
Wolf Fault. The last major earthquake on this fault occurred in 1952 and caused
extensive damage in the Bakersfield area (Krazan & Associates, Inc. 2008).
Because the project site is not within a delineated Alquist‐Priolo Earthquake fault
zone, rupture of a known earthquake fault would not occur as a result of
implementation of the project. No impacts would occur.
Strong Seismic Ground Shaking
The project site is not within a delineated Alquist‐Priolo Earthquake fault zone,
and there is no evidence that would indicate that an active fault or other geologic
hazard exists on the site that would preclude the implementation of the proposed
project (Krazan & Associates, Inc. 2008). The Bakersfield area has historically
experienced a low to moderate degree of seismicity. The most recent earthquake
significant to the project area was the seismic event that occurred on July 21,
1952 on the White Wolf Fault and measured a magnitude 7.7. Damage to
Bakersfield from the main shock was slight; however, aftershocks generated just
east of Bakersfield caused a great deal of damage to older buildings. Given that
the proposed project is required to comply with all California Building Code
requirements for commercial structures, which include the latest measures to help
withstand severe ground shaking, impacts would be less than significant.
Therefore, the proposed project would not expose people or structures to
substantial adverse effects involving strong seismic ground shaking. Impacts are
considered to be less than significant.
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Liquefaction
Soil liquefaction is a state of soil particle suspension caused by a complete loss of
strength when the effective stress drops to zero. Liquefaction normally occurs in
soils such as sand in which the strength is purely friction, and under vibratory
conditions such as those induced by a seismic event.
The predominant soils within the project site consist of loose to dense silty sand,
sandy silt, sandy clayey silt, and sand/silty sand. Groundwater from seepage from
the Kern Island Canal was observed at approximately 43 feet below existing
grade during exploratory drilling as part of the Geologic Hazards Investigation.
The historical high groundwater depth was determined to be approximately
37 feet below site grade. The potential for soil liquefaction during a seismic event
was also evaluated as part of the Geologic Hazards Investigation, and it was
determined that soils below 35 feet have only a slight potential for liquefaction
under seismic shaking because of the loose to medium dense, saturated sandy
soils located below 35 feet. Furthermore, according to the MBGP Safety/Public
Safety Element, outside specific portions of the Lamont quadrangle between
about Brundage Land and DiGiorgio Road, soil liquefaction risk is low. The
proposed project site is outside this liquefaction hazard area, and impacts are
considered to be less than significant.
Landslides
Because of the generally flat‐lying nature of the site and surrounding areas,
landslides would not occur on the project site. Therefore, the proposed project
would not expose people or structures to substantial adverse effects involving
landslides. No impacts would occur.
Septic Tanks or Alternative Wastewater Disposal
Systems
The proposed project would not use septic tanks or other systems to dispose of
wastewater generated by the project. The project would be served by domestic
sewer systems installed as part of the project, the flows from which would be
treated at one of the City’s wastewater treatment plants. No impacts would occur.
6.1.7 Hazards and Hazardous Materials
Hazardous Emissions
There are no schools with 0.25 mile of the proposed project site. The closest
schools are Granite Pointe Elementary School, which is 0.3 mile west of the site
along Berkshire Road; Horizon Elementary School, which is 0.5 mile east of the
site along Hosking Avenue; Golden Valley High School, which is also 0.5 mile
east along Hosking Avenue; and Ollivier Middle School, which is 0.5 mile east
of the project site along Berkshire Road. Therefore, the proposed project would
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not emit hazardous emissions or handle hazardous or acutely hazardous
materials, substances, or waste within 0.25 mile of an existing or proposed
school. No impacts would occur.
Airports
The proposed project is not within an airport land use plan or within 2 miles of a
public use airport. The closest airports to the project site are Bakersfield
Municipal Airport, approximately 3 miles to the northeast; Meadows Field
Airport, approximately 7 miles to the north; and Minter Field Airport,
approximately 17.5 miles to the northwest. Therefore, the project is a sufficient
distance from these areas and would not have the potential to expose people to
associated safety hazards. Additionally, the project site is not within any area
subject to the land use restrictions of the County of Kern 2011 Airport Land Use
Compatibility Plan, which considers all of Kern County (County of Kern 2011).
Therefore, the project would not result in a safety hazard from airports for people
residing or working in the project area. No impacts would occur.
Wildland Fires
The project is not adjacent to a wildland area. The project site consists of vacant
land. The site is surrounded by existing and proposed development. The
proposed land use is not considered susceptible to wildland fires, and no areas
containing flammable brush, grass, or trees exist close to the project site.
Therefore, wildland fires do not have the potential to affect the site. No impacts
would occur.
6.1.8 Hydrology and Water Quality
Flood Hazard Delineation Map
The project site is not within either a 100‐year or 500‐year flood hazard area as
mapped by the Federal Emergency Management Agency (FEMA) (FEMA 2014).
Therefore, high risk of flood (from topographic or drainage characteristics,
distance from major rivers, or other factors) would not occur on the site. No
impacts would occur.
Floodflows
As discussed above, the project site is not within either a 100‐year or 500‐year
flood hazard area as mapped by FEMA (FEMA 2014). No impacts would occur.
Seiche, Tsunami, Mudflows
The project site is not near any significantly sized enclosed body of water or
coastal area and is, therefore, not susceptible to a seiche or tsunami. The site is
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also not at the foot of any significant topographical feature with the potential for
mudflow. No impacts would occur.
6.1.9 Land Use and Planning
Division of an Established Community
The project site is in south Bakersfield, which is characterized by urban housing
developments and shopping centers. The project site currently consists of vacant
land. The project site is adjacent to vacant land to the north and south and
residential development to the west and east. As such, the proposed project
would not divide an established community. Therefore, impacts would be less
than significant.
6.1.10 Mineral Resources
Mineral Resources of Regional Importance
The principal mineral resources extracted within the Metropolitan Bakersfield
area are oil, natural gas, sand, and gravel. Areas used for sand and gravel
extraction are concentrated primarily along the floodplain and alluvial fan of the
Kern River, which is an important resource for construction, development, and
other improvements. Because of the project’s location away from any alluvial
fans and the Kern River, it is unlikely that the project site would contain sand and
gravel that would be considered a valuable commodity; therefore, there would be
no impact on aggregate resources. In addition, the region is a major oil‐producing
area, with substantial oil and gas fields existing within the Metropolitan
Bakersfield area. However, there are no oil derricks or oil transmission pipelines
on the project site and, according to an oil, gas, and geothermal map of the area
developed by the California Department of Conservation, the project site is not
within any oil field (California Department of Conservation 2001). Therefore, the
proposed project would not result in the loss of availability of a known mineral
resource that would be of value to the region and the residents of the state. No
impacts would occur.
Mineral Resources of Local Importance
The proposed project is not within a locally important mineral resource recovery
site delineated on the MBGP or any relevant specific plans, or other land use
plans. No impact would occur.
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6.1.11 Noise
Aviation Noise
The proposed project is not within an airport land use plan nor within 2 miles of a
public use airport. The proposed project is also outside of the area subject to the
land use restrictions of the adopted County of Kern 2011 Airport Land Use
Compatibility Plan (County of Kern 2011).
6.1.12 Population/Housing
Population Growth
The proposed project would not directly induce growth from the proposed new
commercial businesses. Infrastructure and public services have already extended
beyond the project site to the east and south to accommodate new residential and
commercial development. The project would provide employment opportunities
in the area; however, the proposed commercial and retail uses would not require
a specialized labor force and are likely to draw employees from the existing
population. Impacts are considered less than significant.
Displacement of Housing
No existing housing occurs within the project footprint. The City‐proposed State
Route 99/Hosking Avenue Interchange project would utilize this area and is
southwest of and adjacent to the proposed project. This interchange project
would result in improvements to the intersection of SR 99 and Hosking Avenue
that would allow access onto and off of the highway from Hosking Avenue in all
directions. In June 2009, the SR 99 interchange project completed preparation of
environmental documentation in compliance with CEQA, which found no
significant effect on population and housing. Therefore, the project would not
displace substantial numbers of existing housing. No impacts would occur.
Displacement of Persons
As discussed above, the project would not displace substantial numbers of
existing housing, as no existing housing occurs within the project footprint.
Therefore, the project would not displace substantial numbers of people,
necessitating the construction of replacement housing elsewhere. No impacts
would occur.
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6.1.13 Public Services
Schools
The proposed project would not affect schools. The project is a commercial
center that would not generate any additional school children in the project area
or the subsequent need for schools. The project would provide employment
opportunities in the area; however, the proposed commercial and retail uses
would not require a specialized labor force and are likely to draw employees
from the existing population. Therefore, the project is unlikely to attract into the
area a substantial number of new workers with children that would require school
services. Therefore, impacts would be less than significant.
Parks
The project area is within the boundaries of the City’s Recreation and Parks
District, which identifies 59 parks within the City. The MBGP defines four types
of parks: mini‐parks with a size standard of 2.5 acres; neighborhood parks of at
least 10 acres; community parks with 20 usable acres; and regional parks that
may range in size from 20 to 1,000 acres, developed as a part of service to
residential developments within a given radius. The nearest existing park to the
center of the project site is the Granite Point Park in a residential development,
approximately 1.1 miles to the northwest of the project site. Because the
proposed project would not likely increase the residential population of the
Metropolitan Bakersfield area, the project would not subsequently increase the
demand for and use of existing parks. Therefore, impacts would be less than
significant.
Other Public Facilities
Because the project is a commercial development and would not cause a
residential growth‐inducing effect, it is unlikely that it would have a potentially
significant impact on other public facilities, such as libraries. Projects that induce
growth, such as residential developments, are most likely to affect other public or
government facilities. Therefore, impacts would be less than significant.
6.1.14 Recreation
Physical Deterioration of Recreation Facilities
An increased use of recreational facilities is generally spurred by population
growth within a defined area. The project would not likely result in an increase in
population, and would not increase demand on existing recreation and park
resources or create an increased demand for new recreation or park resources.
Therefore, impacts would be less than significant.
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Construction or Expansion of Recreational Facilities
The proposed project does not include the creation or expansion of recreational
facilities that could have an impact on the environment. No impacts would occur.
6.1.15 Transportation/Traffic
Air Traffic Patterns
The proposed project is not within an airport land use plan or within 2 miles of a
public use airport. The closest airports to the project location are Bakersfield
Municipal Airport, approximately 3 miles to the northeast; Meadows Field
Airport, approximately 7 miles to the north; and Minter Field Airport,
approximately 17.5 miles to the northwest. No impacts would occur.
6.2 Significant Environmental Effects that Cannot
Be Avoided
Section 15126.2(b) of the State CEQA Guidelines requires the EIR to describe
any significant impacts, including those that can be mitigated but not reduced to
less-than-significant levels. The potential environmental effects of the project as
well as the proposed mitigation measures are discussed in detail in Chapter 4 of
this EIR.
After analysis and environmental review, as provided in this EIR, it was
determined that impacts for traffic would be significant and unavoidable for the
project, even with the incorporation of reasonable mitigation measures, which
would attempt to reduce impacts to the greatest extent feasible.
Table 6-1 provides a summary of the unavoidable significant project-level
impacts of the project.
Table 6-1. Summary of Significant and Unavoidable Project-Level Impacts
of the SR-99/Hosking Commercial Center Project
Resource Project Impacts
Traffic The project would degrade operations at intersection of South H
Street/Panama Lane and roadway segment of Panama Lane between
Wible Road and SR 99.
SR = State Route
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6.3 Significant Cumulative Impacts
According to Section 15355 of the State CEQA Guidelines, the term “cumulative
impacts” refers to “two or more individual effects that, when considered together,
are considerable or compound or increase other environmental impacts.”
Individual effects that may contribute to a cumulative impact may be from a
single project or a number of separate projects. Individually, the impacts of a
project may be relatively minor but, when considered along with impacts of other
closely related or nearby projects, including newly proposed projects, the effects
could be cumulatively considerable.
This EIR has considered the potential cumulative effects of the project. Even
with the incorporation of mitigation, the project’s incremental contributions to
the following significant cumulative impacts are considered cumulatively
considerable and unavoidable:
Traffic
Table 6-2 provides a summary of the significant and unavoidable cumulative
contributions of the project.
Table 6-2. Summary of Significant and Unavoidable Cumulative Impacts of
the SR-99/Hosking Commercial Center Project
Resource Cumulative Impacts
Traffic The project would also result in cumulatively considerable contributions
to significant cumulative traffic impacts at one unsignalized intersection,
eleven signalized intersections, and two roadway segments. Mitigation is
proposed for one unsignalized intersection, seven signalized intersections,
and one roadway segment. However, even after mitigation is incorporated,
impacts would remain significant and unavoidable.
6.4 Significant Irreversible Changes
Pursuant to Section 15126.2(c) of the California Environmental Quality Act
Guidelines, an Environmental Impact Report must consider any significant
irreversible environmental changes that would be caused by the proposed project,
should it be implemented. Section 15126.2(c) reads as follows:
Uses of nonrenewable resources during the initial and continued phases
of the project may be irreversible since a large commitment of such
resources makes removal or nonuse thereafter unlikely. Primary impacts
and, particularly, secondary impacts (such as highway improvement
which provides access to a previously inaccessible area) generally
commit future generations to similar uses. Also, irreversible damage can
result from environmental accidents associated with the project.
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Irretrievable commitments of resources should be evaluated to assure
that such current consumption is justified.
The proposed project would require the use of nonrenewable resources—such as
metal alloys and aggregate resources—for its physical construction. In addition,
small amounts of fuel would be used during the construction phase. However, the
proposed project would not use an uncommon amount of raw materials compared
with the amount used by other projects of similar scope and magnitude. The retail
operations of the proposed project would require the use of nonrenewable
resources, primarily fuel consumed by suppliers and customers. The amount of
fuel consumption would not be uncommon compared with other similar projects.
The proposed project would not significantly increase the consumption of
nonrenewable resources and would not significantly commit future generations to
the unnecessary exploitation of nonrenewable resources. While various natural
resources such as construction materials and energy resources would be used for
the proposed project, the use of these resources, relative to other similar urban
development projects in the region, would not result in substantial resource
depletion.
6.5 Growth-Inducing Impacts
6.5.1 Introduction
The State CEQA Guidelines require an EIR to discuss how a proposed project
could directly or indirectly foster economic or population growth—or the
construction of additional housing—in the surrounding environment. This
discussion must also include any ways in which the proposed project would
remove obstacles to population growth or trigger the construction of new
community service facilities that could cause significant impacts (State CEQA
Guidelines § 15126.2).
The analysis presented below focuses on whether the proposed project would
stimulate growth in the surrounding area. A growth-inducing impact reflects
changes to the existing physical environment that would occur as a result of the
proposed project. As discussed throughout this Draft EIR (DEIR), approval of
the proposed project would enable a commercial site on 80 acres to be developed
with commercial uses that include two anchor buildings, national retailers, a
cinema, and 11 restaurants (Figure 2-4).
6.5.2 Removal of Obstacles to Growth
The proposed project would not have a growth-inducing effect on surrounding
areas. The number of new development proposals in locations extending south
from the City of Bakersfield center toward the project site is substantial. The
proposed project lies in the path of growth and does not represent “leapfrog”
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development. Planning for growth on the project site represents a reasonable
extension of urban land uses in metropolitan Bakersfield.
The project site has already been planned for development, having general plan
designations of Low Density Residential (LR), Low-Medium Density Residential
(LMR), and High-Medium Density Residential (HMR), and zoning designations
of One-Family Dwelling (R-1). Therefore, the proposed project is already
accounted for in the Metropolitan Bakersfield General Plan (MBGP) and growth
projections for the area. The proposed project seeks to change the current
residential designation and zoning to General Commercial (GC) and Regional
Commercial Zone/Planned Commercial Development Zone (C-2/PCD),
respectively. The commercial site is being planned within an area that is
identified as an “Intensified Activity Center” described within the MBGP (City
of Bakersfield/County of Kern 2002). The “centers” concept provides for a land
use pattern consisting of several concentrated mixed-use commercial and high-
density residential centers surrounded by medium-density residential uses. This
concept encourages people to live and work in the same area, and thus serves to
minimize sprawl and reduce traffic, travel time, infrastructure costs, and air
pollution. The proposed project is consistent with this MBGP principal. Unlike
residential use (a previously planned use for portions of the site), the proposed
project would not directly induce growth by supplying residences. The proposed
project also would not indirectly induce growth by providing jobs requiring
specialized skills that cannot be filled by the current labor pool. Instead, the
proposed project is growth-accommodating in that it would provide needed
services to already-planned residential growth areas in the region.
The project proponent may decide to pursue an annexation of an approximate
29.5-acre area in the southern portion of the project site into the Greenfield
County Water District (GCWD) service boundary. The project proponent and
GCWD have entered into agreements initiating the annexation process and
appointing GCWD as agent to extract groundwater, but that process is on hold
pending the selection of the final water supplier and certification of this DEIR.
The proposed project has the potential to result in an increased water supply to a
portion of the project site, which would induce additional growth. However,
water supply to the commercial site would provide needed services to already-
planned residential growth areas in the region and does not include residential
uses. The proposed project would not have a growth-inducing effect on
surrounding areas.
The project site would not foster “leapfrog” development and has already been
planned for urban development. In addition, the proposed general plan
amendment and zone change would result in a proposed land use that would not
directly or indirectly induce growth (unlike the current residential land use and
zoning designations on portions of the project site). The proposed project would
provide water supply for needed services to already-planned residential growth
areas in the region. Therefore, the proposed project would not foster new planned
growth and would not be considered growth-inducing for its removal of obstacles
to growth.
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6.5.3 Economic Growth
The proposed project would serve the existing and planned local neighborhoods
and would not require a large or diverse labor force. Specifically, the proposed
project would provide primarily retail and hospitality uses. Therefore, the
proposed project would not require a skilled labor force to relocate to the area.
The existing available labor force in the region would be able to accommodate
the additional jobs projected. As discussed in Chapter 2, Project Description and
Environmental Setting, the proposed project is intended to achieve some primary
land use goals and policies of the MBGP. Some of the main land use goals in the
MBGP encourage the City of Bakersfield to “accommodate new development,
which captures the economic demands generated by the marketplace and
establishes Bakersfield’s role as the capital of the southern San Joaquin Valley
[Goal 1],” and “accommodate new development, which provides a full mix of
uses to support its population [Goal 2].” Therefore, the proposed project would
not represent a significant growth-inducing impact from economic growth.
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Chapter 7
Response to Comments
To be provided in Final EIR
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Chapter 8
Organizations and Persons Consulted
8.1 State
California Air Resources Board
California Highway Patrol
California Department of Transportation, District #6
California Department of Transportation, Planning Department
California Department of Conservation
California Department of Fish and Wildlife - Fish & Game Region #4
California Department of Housing and Community Development
California Department of Toxic Substances Control
California Department of Water Resources
California Office of Historic Preservation
Central Valley Regional Water Quality Control Board #5F
Native American Heritage Commission
State of California’s Governor’s Office, Office of Planning and Research, State
Clearinghouse
8.2 Regional and Local
City of Bakersfield Fire Department
City of Bakersfield Police Department
City of Bakersfield Public Works Department
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Greenfield County Water District
Pacific Gas & Electric Company
Regional Water Quality Control Board, Region 5 (Fresno)
San Joaquin Valley Air Pollution Control District
8.3 Native American Tribes
Mr. Dave Singleton, Native American Heritage Commission
Mr. Colin Rambo, Tejon Indian Tribe
Rueben Barrios, Sr., Santa Rosa Rancheria Tachi-Yokut Tribe
Neil Peyron, Tule River Indian Tribe
Julie Turner, Kern Valley Indian Council
Kenneth Woodrow, Wuksache Indian Tribe/Eshom Valley Band
Robert Robinson, Kern Valley Indian Council
Lalo Franco, Santa Rosa Rancheria Tachi-Yokut Tribe
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Chapter 9
List of Preparers
9.1 City of Bakersfield
Jacquelyn R. Kitchen Planning Director, QA/QC
Martin Ortiz Principal Planner, QA/QC
Cecelia Griego Associate Planner, Project Manager
9.2 ICF International
Charlie Richmond, AICP,
LEED AP ND
Project Manager, QA/ QC
Chad Beckstrom, AICP Project Director, QA/QC
Tanya Jones Deputy Project Manager; Executive Summary, Introduction,
Project Description, Alternatives
Aaron Brownwood Aesthetics and Urban Decay, Transportation and Traffic
Matt McFalls Air Quality, Greenhouse Gas Emissions
Laura Yoon Air Quality, Greenhouse Gas Emissions
Shannon Hatcher Air Quality, Greenhouse Gas Emissions, QA/QC
Russell Sweet Biology
Mark Robinson Cultural Resources
Gary Clendenin Geology and Soils, Hazardous Materials, QA/QC
Mario Barrera Geology and Soils, Hazardous Materials
Meghan Heintz Hydrology, Water Quality, SB 610 Water Supply
Alexa LaPlante Hydrology, Water Quality, SB 610 Water Supply Assessment,
QA/QC
Malia Bassett Land Use and Planning, General Support
Jonathan Higginson, INCE Noise
Liane Chen Public Services & Utilities, Growth Inducing Impacts, Significant
Irreversible Changes, Effects Found Not to be Significant
Saadia Byram Editor
Ken Cherry Editor
John Mathias Editor
Jenelle Mountain-Castro Publications Specialist
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Chapter 10
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Office of Environmental Health Hazard Assessment (OEHHA). 2003. Air Toxics
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Pacific Gas & Electric Company (PG&E). 2014. Bakersfield: PG&E Installing
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Available:
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City of Bakersfield Chapter 10. Bibliography
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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June 2015
ICF 393.14
Parsons Corporation. 2006. Plant 3 Service Area Analysis and Future Plant 4
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Quad Knopf. 2008. Water Supply Assessment, Woodmont Project,
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SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
10-9
June 2015
ICF 393.14
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SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
10-10
June 2015
ICF 393.14
Wallace, William J. 1978. Southern Valley Yokuts. In California, edited by
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Personal Communications
Dmohowski, David. Project Consultant. Premier Planning Group, LLC,
Bakersfield, CA. March 11, 2008—Email communication.
Dmohowski, David. Principal Planner. Quad Knopf, Inc., Bakersfield, CA.
February 2, 2015—Email communication.
Lighthouse, David. San Joaquin Valley Air Pollution Control District. Fresno,
CA—September 11, 2014. Email message to Laura Yoon with Valley Fever
Hospitalization rates.
Martin, Lyle. Bakersfield Police Department. Bakersfield, CA. December 30,
2014—email correspondence between Charlie Richmond and Lyle Martin
regarding SR99/Hosking Commercial Center Project: Police Protection.
Settlemire, Mike. PG&E Kern Service Planning. February 02, 2015—email
correspondence between Dave Dmohowski and Mike W. Settlemire
regarding SR99 Electricity.
Sheridan, Nicholas. Assistant General Manager. Kern Delta Water District. June
11, 2008—Meeting to discuss direct and indirect environmental impacts of
the sale of water.
SR 99/Hosking Commercial Center Project
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Chapter 11
Acronyms and Abbreviations
°F degrees Fahrenheit
AB Assembly Bill
ADT average daily traffic
AERMOD American Meteorological Society/U.S. Environmental Protection Agency
Regulatory Model
AEWSD Arvin-Edison Water Storage District
APN Assessor’s Parcel Number
ARB Air Resources Board
AST aboveground storage tank
basin plan water quality control plan
BAU business-as-usual
BFD-ESD City of Bakersfield Fire Department Environmental Services Division
bgs below ground surface
BMPs best management practices
BP before present
BPS best performance standards
BDPW Bakersfield Department of Public Works
BFD Bakersfield Fire Department
BPD Bakersfield Police Department
BTU British thermal unit
C-0 Professional and Administrative Office
C-1 Neighborhood Commercial
C-2 Regional Commercial
C-2/PCD Regional Commercial/Planned Commercial Development
C2H3Cl vinyl chloride
CAA Clean Air Act
CAAQS California ambient air quality standards
CAL FIRE California Department of Forestry and Fire Protection
Cal Water California Water Service Company
CalEEMod California Emissions Estimator Model
Caltrans California Department of Transportation
CAP climate action plan
CASGEM California Statewide Groundwater Elevation Monitoring
CBC California Building Code
CCAA California Clean Air Act
CCR California Code of Regulations
CDFW California Department of Fish and Wildlife
CEQA California Environmental Quality Act
CERCLA Comprehensive Environmental Response, Compensation, and Liability Act
CESA California Endangered Species Act
City of Bakersfield Chapter 11. Acronyms and Abbreviations
SR 99/Hosking Commercial Center Project
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CFR Code of Federal Regulations
CGS California Geological Survey
CH4 methane
City City of Bakersfield
City Water Resources
Department
City of Bakersfield Water Resources Department
CMP Congestion Management Plan
CNDDB California Natural Diversity Database
CNEL Community Equivalent Noise Level
CNPS California Native Plant Society
CO carbon monoxide
CO2 carbon dioxide
CO2e CO2 equivalent
County EMS Kern County Emergency Medical Services
County Waste
Management Department
Kern County Waste Management Department
CRHR California Register of Historical Resources
CUPA Certified Unified Program Agency
CVP Central Valley Project
CWA Clean Water Act
cy cubic yards
dB decibel
dBA A-weighted decibels
DDD dichlorodiphenyldichloroethane
DDE dichlorodiphenyldichloroethylene
DDT dichlorodiphenyltrichloroethane
DEIR Draft Environmental Impact Report
DOGGR California Department of Oil, Gas, and Geothermal Resources
DOT U.S. Department of Transportation
DPM diesel particulate matter
DTSC Department of Toxic Substances Control
DWR Department of Water Resources
EIR Environmental Impact Report
EMT emergency medical technician
EPA U.S. Environmental Protection Agency
ESA Endangered Species Act
ETo reference evapotranspiration
FAR floor area ratio
FEIR Final Environmental Impact Report
FEMA Federal Emergency Management Agency
FHWA Federal Highway Administration
FR Federal Register
GAFO general merchandise, apparel, furnishing, and other specialty products
GAMAQI Guide for Assessing and Mitigating Air Quality Impacts
GC General Commercial
GET Golden Empire Transit
GCWD Greenfield County Water District
GHG greenhouse gas
GPA general plan amendment
gpd gallons per day
City of Bakersfield Chapter 11. Acronyms and Abbreviations
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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gpm gallons per minute
GSA Groundwater Sustainability Agency
GWP global warming potential
H2S hydrogen sulfide
HFC hydrofluorocarbon
HMBP Hazardous Materials Business Plan
HMR High-Medium Density Residential
HVAC heating, venting, and air conditioning
ICF ICF International
in/sec inches per second
IPCC Intergovernmental Panel on Climate Change
IS Initial Study
IS/NOP Initial Study/Notice of Preparation
ITE Institute of Transportation Engineers
KCEHSD Kern County Environmental Health Services Department
KCFD Kern County Fire Department
KDWD Kern Delta Water District
KernCOG Kern Council of Governments
KRT Kern Regional Transit System
kWh/yr kilowatt-hours per year
L50 level exceeded 50 percent of the hour
LAFCO Local Agency Formation Commission
LCFS Low Carbon Fuel Standard
Leq equivalent sound level
Lmax maximum noise level
Lmin minimum sound level
LMR Low-Medium Density Residential
LOS level of service
LR Low Density Residential
Lxx percentile-exceeded sound level
MBGP Metropolitan Bakersfield General Plan
MBHCP Metropolitan Bakersfield Habitat Conservation Plan
MBTA Migratory Bird Treaty Act
mgd million gallons per day
MS4 Municipal Separate Storm Sewer Systems
MS4 Permit General Permit for Municipal Separate Storm Sewer Systems
MWD Metropolitan Water District of Southern California
N2O nitrous oxide
NAAQS national ambient air quality standards
NAHC Native American Heritage Commission
NCP National Contingency Plan
NEPA National Environmental Policy Act
NO2 nitrogen dioxide
NOP Notice of Preparation
NOX nitrogen oxides
NPDES National Pollutant Discharge Elimination System
NSR New Source Review
O3 ozone
OEHHA Office of Environmental Health Hazard Assessment
OSHA Occupational Safety and Health Administration
City of Bakersfield Chapter 11. Acronyms and Abbreviations
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
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Pb lead
PCD Planned Commercial Development
PEA Preliminary Endangerment Assessment
PFC perfluorinated carbon
PG&E Pacific Gas and Electric Company
Phase I ESA Phase I Environmental Site Assessment
PM particulate matter
PM10 particulate matter 10 microns in diameter or less
PM2.5 particulate matter 2.5 microns in diameter or less
ppb parts per billion
ppm parts per million
PPV peak particle velocity
PRC Public Resources Code
project SR 99/Hosking Commercial Center Project
R-1 One-Family Dwelling
R-1/PUD One-Family Dwelling/Planned Unit Development
RCRA Resource Conservation and Recovery Act
REC Recognized Environmental Condition
ROG reactive organic gases
RPS Renewables Portfolio Standard
RTIF Regional Transportation Impact Fee
RTIP Regional Transportation Improvement Program
RTP/SCS Regional Transportation Plan
RWQCB Regional Water Quality Control Board
SB Senate Bill
SF6 sulfur hexafluoride
SGMA Sustainable Groundwater Management Act
Sheriff’s Office Kern County Sheriff’s Office
SIP State Implementation Plan
SJVAB San Joaquin Valley Air Basin
SJVAPCD San Joaquin Valley Air Pollution Control District
SO2 sulfur dioxide
SO4 sulfates
SOX sulfur oxides
SR State Route
SSJVIC Southern San Joaquin Archeological Information Center
SUSMP Standard Urban Storm Water Mitigation Plan
SWP State Water Project
SWPPP Stormwater Pollution Prevention Plan
SWRCB State Water Resources Control Board
TAC toxic air contaminants
USC United States Code
USFWS United States Fish and Wildlife Service
USGS U.S. Geological Survey
UST underground storage tank
Valley San Joaquin Valley
V/C volume to capacity
VERA Voluntary Emissions Reduction Agreement
VOC volatile organic compounds
Water Well Program Water Well and Small Water System Programs
City of Bakersfield Chapter 11. Acronyms and Abbreviations
SR 99/Hosking Commercial Center Project
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WSA Water Supply Assessment
ZC zone change
μg/m3 micrograms per cubic meter
City of Bakersfield Chapter 11. Acronyms and Abbreviations
SR 99/Hosking Commercial Center Project
Draft Environmental Impact Report
11-6
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